Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Plans
BUP2015 - 00211 LOANSTAR HOME LENDING RECEIVED JUL 15 2015 L f sulL,,iO77,,VsRN ARCHITECTS ONE EMBASSY CENTRE 720 NW Davis 503.221.1121 19 Suite 300 503 221.2077 D 9020 SW WSQUARE ROAD Portland OR 97209 www.irsarchitects.com SUITE 550 A: 364 PATE L. NIXON 4 TIGA RD, OREGON 9 7223 0 AN , OR PERMIT SET 07. 15. 15 CONSULTANT: PROJECT DIRECTORY ACCESSIBLE FIXTURE MOUNTING REQUIREMENTS OCCUPANT LOAD AND EGRESS BUILDING CODE REQUIREMENTS AND DATA PROPERTY OWNER. 1. ALL DIMENSIONS INDICATED ON THIS SHEET ARE CLEAR MINIMUM TO FACE OF FINISH. TABLE 1004.1.2 OCCUPANT LOAD PROJECT LOCATION: 9020 SW WASHINGTON SQUARE ROAD, SUITE 550 Wyse Investment Services Company Andy James:AJames@Wyselnvestment.com DIMENSIONS TO TOILET ROOM ACCESSORIES ARE TO THE CENTER LINE AS NOTED OR TO THE Once Area: 1,755 SF -> (1,755 SF)/(100 grossSF/occ.)= 18 occ. TIGARD, OR 97223 1501 SW Taylor Street,Suite 100 Kathi Pearce:KPearce@Wyselnvestment.com HIGHEST PORTION OF THE OPENING OR OPERATING DEVICE. Portland,Oregon 97205 Total Occupant Load: 1,755 SF -> 18 occ. PROPERTY/D., 1S126BC01506, R2007147 Telephone (503)294-0400 2. ALL ITEMS INDICATED BELOW MAY NOT OCCUR ON THIS PROJECT. SEE PROJECT PLANS AND Actual Occupant Load: Actual SF/occ:-> (1,755 SF)/(18 occ.)= 97 SF/occ. Fax (503)227-2507 ELEVATIONS FOR ITEMS THAT OCCUR. APPLICABLE BUILDING CODE: 2014 OREGON STRUCTURAL SPECIALTY CODE 3. SEE ARCHITECTURAL PLANS FOR ACCESSIBILITYAND/OR ADAPTABILITY CONFORMANCE IN THE TABLE 1014.1 BUILDING AGENCY/JURISDICTION: CITY OF TIGARD ARCHITECT: HORIZONTAL PLAN LAYOUT LRS Architects,Inc. Byron Balogh:bbalogh@Irsarchitects.com4. CONFORMANCE TO FIXTURE MOUNTING HEIGHT REQUIREMENTS AREAPPLICABLE INANY SPACE Minimum Number of Exits Required: 18 occ. <50, Therefore Min. One(1)Exit Required. PROJECT SCOPE OF WORK: NON-STRUCTURAL INTERIOR IMPROVEMENTS 720 NW Davis,Suite 300 Anne Bedney:abedney@Irsarchitects.com SERVING MORE THAN ONE EMPLOYEE,ALL RESIDENTIAL AND MULTIPLE EMPLOYEE COMMON Number of Exits Provided: One(1). TOTAL NEW BUILDING AREA: NONE Portland,Oregon 97209 SPACES,AND SPACES ACCESSIBLE TO THE PUBLIC,AS THEY OCCUR PER PROJECT. Telephone(503)221-1121 Travel Thru Intervening Rooms(Section TOTAL TENANT GROSS AREA: 1,755 SF 5. MOUNTING HEI ORY SIZE WITH MANUFACTURER TO ENSURE CONFORMANCE WITH REQUIRED 1014.2: Allowed thru accessoryareas only.Fax(503)221-2077 MOUNTING HEIGHTS. ) y' ZONING: MUC-MIXED USE COMMERCIAL 1 6. PROVIDE CODE-COMPLIANT BLOCKING WITHIN WALLS AS REQUIRED FOR MOUNTING FIXTURES. TABLE 1005. GENERAL CONTRACTOR: BUILDING CODE AREA CALCULATIONS To Be Determined 7. PROVIDE GYPSUM BOARD WRAP BEHIND FIXTURES AT WALLS DESIGNATED ON FLOOR PLANS AS Egress Width per Occupant: (18 occ.)x(0.20)=3.6 inches NOTES: OPENING-PROTECTED WALLS. Actual Exit Width: 36 inches--O.K. 1. SEE CODE ANALYSIS PLAN FOR ACCOMPANYING INFORMATION. CODE INFORMATION INDICATED BELOW ONLY LISTS SOME SPECIFIC REQUIREMENTS BUT DOES NOT LIST ALL BUILDING CODE 8. FLOOR DRAINS: ACCESSIBLE FIXTURES REQUIRE A CLEAR FLOOR SPACE CONTIGUOUS OR OVERLAPPING THE SECTIONS 1013& 1015 REQUIREMENTS. ACCESSIBLE ROUTE. FLOOR DRAINS SHOULD NOT BE PLACED IN THIS CLEAR FLOOR SPACE. Maximum Travel Distance Allowed: Maximum Allowed Common Path of Egress=100-R. 2. NON-SEPARATED USES ARE PROPOSED FOR ALL OCCUPANCIES IN ACCORDANCE WITH SECTION 9. EXCEPTION: DRAINS MAY RESIDE IN CLEAR FLOOR SPACE PROVIDED DRAIN HOLES DO NOT Actual Provided=94'-0", therefore O.K. 508.3. EXCEED 1/2"DIA. MAXIMUM;FLOOR SLOPE DOES NOT EXCEED 2%IN ANYDIRECTION;AND THEEXISTING OCCUPANCY GROUPS: B ELEVATION CHANGE A T THE DRAIN LIP DOES NOT EXCEED 1/8". Maximum Travel Distance to Exit: Maximum Allowed Travel Distance to Exit=3004EXISTING GROUPS:(CHAPTER 3): B DRAWING INDEX Actual Provided= 112'-0;therefore O.K. CONSTRUCTION TYPE: SHEET NAME ACCESSIBILITY COMPLIANCE EXISTING: TYPE I-B, WITH FIRE SPRINKLERS THROUGHOUT A001 COVER SHEET AND CODE ANALYSIS The facility has been surveyed and the following building elements have been A101 SUSPENDED CEILING AND LIGHT INSTALLATION GUIDE AND DETAILS found to be in compliance with IBC Chapter 11:and ANSI 117, BASIC ALLOWABLE FLOOR AREA: B: UNLIMITED PROJECT NUMBER: 215224 A201 CONSTRUCTION PLANS 1. Van-accessible parking. (TABLE 503, SEC.503): 2.Accessible building entrance(curb ramps). A301 INTERIOR DETAILS 3.Accessible route within building(floors,ramps, elevators). AREA MODIFICATIONS: INCREASE NOT NECESSARYAND NOT CALCULATED 5.Accessible telephephonn s es. ( 4.Accessible reoand toilet fixtures. SEC. 506): LoanStar 6.Accessible drinking fountains. J / 7.Accessible (visible/audible)fire alarms. BUILDING STORIES I HEIGHT: Home Lending ALLOWABLE(SEC 503, 504): B: 11 STORY, 160 FEET BUILDING STORIES I HEIGHT: B:5 STORY, 65 FEET DEFERRED SUBMITTALS - DESIGN BUILD BUILDING CODE AREA AND MISC REQUIREMENTS ACTUAL: ELECTRICAL SYSTEMS LOW VOLTAGE SYSTEMS TYPE OF CONSTRUCTION: TYPE I-B One Embassy Centre MECHANICAL SYSTEMS SPRINKLER SYSTEMS FIRE RESISTIVE REQUIREMENTS STRUCTURAL FRAME 2 HR Y EXTERIOR BEARING WALLS 2 HR 9020 SW Washington PLUMBING SYSTEMS EGRESS LIGHTING INTERIOR BEARING WALLS 2 HR EXT. NONBEARING WALLS TABLE 602 Square Road INTERIOR NONBEARING WALLS 0 HR FLOOR/CEILING 2 HR Suite 550 - ROOF/CEILING 1 HR Tigard I gCOR TGARD PENETRATIONS:(SEE PENETRATION DETAILS AND ALL WALLS AND FLOOR AND ROOF/CEILING REVIEWED FOR CODE COMPLIANCE MECHANICAL PLANS FOR LOCATIONS ASSEMBLIES COMMON PATH TRAVEL DISTANCE ) FROM MOST Approved: [ OPENING PROTECTION:(SEE PLANS FOR (OPENINGS ARE DEFINED AS DOORS, REMOTE POINT BEFORE TWO WAYS OTC: LOCATIONS) WINDOW,AND DUCTS(REFERENCE OSSG 100'MAX. PROVIDED(SPRINKLERS PROVIDED) pelt � �� Ooall PROJECT LOCATION 715 FIRE ASSEMBL)) SEE DOOR AND PER TABLE 1014.3; 13 Addwew DRAWINGS FOR SMOKE AND FIRE DAMPERS ACTUAL DISTANCE=94'.0" #i p r WINDOW SCHEDULES SEE MECHANICAL 8 S»it;Q Q r -' B): Daces SMOKE DETECTION AND FIRE ALARMS: PROVIDED PER IBC& OSSC SECTION 907 ""r ` ,-:t 3Y" :? I , ,. �'`�"�� #G• o,a, � II ' O l/� �l / 1 / /�j,�1 � �/J 10 � ",,,�, ,'' �' � � ,I✓t/` 4'b,h t weMlrnW.f w.ypa+i �_ SHEET TITLE: j Cover Sheet 171 LEGEND - �y OFFICE COPY r 18 p C D ( D UPS I AREA OF WORK EXIT EGRESS PATH I _ xta x'• v I " 3 (XX) ACCUMULATIVE OCCUPANT LOAD L DRAWN BY: AEB A EXIT SIGN w/INTEGRATED DIRECTIONAL ARROW ) S AT ALL EXITS, EVERY 100'IN it Ar , f �' ,K w •, k �x - DATE ISSUED: 07.15.15 WHERE OCCUR CORRIDORS, AND IN SPACES WHERE 2 MODES OFEGRESS ARE REQUIRED PER SECTION 1011. (REFER I rr p TO ELECTRICAL DRAWINGS FOR MORE INFORMATION). i 1 +� ?4° {res POCHE INDICATES "EXIT"TEXT SIDE OF SIGN SIGNS O (' y vY ;' a SHOWN IN CORRIDORS ARE CEILING HUNG. SIGNS SHOWN ON WALL ARE WALL HUNG. _ _ _ EXIT ACCESS TRAVEL DISTANCE FROM " REQUIRED EXIT AREA OF WORK MOST ' N E REMOTE POINT PER TABLE 1016.1: N ALLOWED DISTANCE: MAX.LENGTH (SPRINKLERS PROVIDED) 1. VICINITY MAP 2. OVERALL CODE ANALYSIS PLAN - FIFTH FLOOR ACTUAL DISTANCE= 112'-0° A001 SCALE: NOT TO SCALE SCALE: 1116"= 1=0" SHEET: 9 LRSAmhdecfe,Inc.®2015 o, w PERMIT SET 07. 15. 15 SUSPENDED CEILING PRESCRIPTIVE PROVISIONS FOR SEISMIC DESIGN CATEGORIES D. E & F Documentation is based on NWCB Technical Document 401.In all buildings, other than structures classified as Spreader Bars Mechanical Services essential facilities, suspended ceilings installed in accordance with the prescriptive provisions of the 401 document are See Detail 4/A 101 deemed to comply with the current building code interpretation. Terminals or services weighing less than 20 lbs shall be positively attached to the ceiling suspension main L f Terminal ends of main runners and cross members shall be tied together or have some other approved means runners or to cross runners that have the same carrying capacity as the main runners. This document provides the IBC-2012 referenced standards for the installation of suspension systems for acoustical lay- to prevent their spreading.Stabilizer bars,cross tees or other means to prevent spreading shall occur within 8" P Pe Y Y Terminals or services weighing to lbsthe but not more than 56 lbs shall have, in addition to requirement above,two A R C H I T E C T S in ceilings. Incorporation of this document will provide a more uniform standard for installation and inspection.This of each wall. 9 P P P 12-gage wires connecting them to the ceiling system hangers or the structure above. document is designed to accomplish the intent of the International Building Code IBC with regard to the requirements Spreader bars are not required at perimeters where runners are attached directly to closure angles. 9 P 9 (IBC) g q Terminals or services weighing more than 56 lbs shall be supported directly from the structure above by for seismic design categories D, E & F for suspended ceilings and related items. Unless supported by engineering,the Spreader bars are not required if a 900 intersecting cross or main is within 8"of the perimeter wall. 720 NW Davis 503.221.1121 Y3 suspension system shall be installed per these requirements and those of the referenced documents. Manufacturers Where substantiating documentation has been provided to the local jurisdiction, perimeter clips may be used approved hangers. recommendations should be followed where applicable. to satisfy the requirements for spreader bars. Sprinklers Suite 300 503 221.2077 D General Recommendations Hanger(Suspension)Wires — VERTICAL STRUT.SEE Portland OR 97209 www.Irsarchitects.com References sources per hierarchy:2012 International Building Code(IBC),American Society of Civil Engineers See Detail 5/A101 For ceilings without rigid bracing,sprinkler head penetrations shall have t 2"oversized ring,sleeve or adapter TABLE 1. (ASCE 7-10),American Society of Testing Materials(ASTM C 635,ASTM C 636,ASTM E 580/E 580M),and Hanger and perimeter wires must be plumb within 1 in 6 unless counter sloping wires are provided. through the ceiling dile to allow free movement of at least 1"in all horizontal directions. Flexible head design Ceilings and Interior Systems Construction Association CISCA . that can accommodate 1"free movement shall be permitted as an alternate. 9 Y ( ) (Detail Partitions that are tied to the ceiling and all partitions greater than 6 ft in height shall be laterally braced to the Hanger wired shall be 12-gage and spaced 4 It on center or 10-gage spaced 5 ft on center. structure. Bracing shall be independent of the ceiling splay bracing system. Any connection device at the supporting construction shall be capable of carrying not less than 100 lbs. Clossary for this Documents (regional terminology may vary) For further information on bracing of non-load bearing partitions refer to NWCB Technical Document#200-501. Powder Actuated Fasteners(PAFs)are an approved method of attachement for hanger wires. All main beams ar to be Heavy Duty(HD). Terminal ends of each main beam and cross tee must be supported within 8"of each wall with a perimeter wire CROSS TEES • Ceilings less than or equal to 144 sq it and surrounded by walls connected to the structure above are exempt (see Details 2, 3, 4 and 5/A101). The cross member that interlock with the main beams, also known as cross runners or cross T-bars. 645 Y" from the seismic design requirement. Wires shall not attach to or bend around interfering material or equipment.A trapeze or equivalent device shall DIFFUSER . 4 These recommendations are intended for suspended ceilings and related components in areas that require be used where obstructions preclude direct suspension. Trapeze suspensions shall be sized to resist the dead A circular or rectangular metal grill used for the passage of air from a ducted system. 45°O qOF L. NIXON G"a resistance to the effects of earthquake motions. load and lateral forces appropriate for the seismic category. ESSENTIAL SERVICE BUILDINGS LESS ��Ss 9 ry• 45° S All wire ties to be three tight turns around itself within 3". 12-gage Hangerwire spaced 4 ft on center. Any building designed to be used by public agencies as a fire station,police station,emergency operations LESS(See Detail 1/A101). Electrical Fixtures center, State Patrol office,sheriffs office,or emergency communication dispatch center. AND,Changes in ceiling planes will require positive bracing. See Detail 8/A101 GRID (4) 12 GAGE SPLAYEDLateral Force Bracing The main beams and cross tees of the suspension system. BRACE WIRES 4Light fixtures weighing less than 10 lbs shall have one 12-gage hangerwire connected from the fixtureto the � OSee Detail 1/A101 HANGER WIRE structure above.This wire may be slack. Ceilings constructed of screw-or-nail-attached gypsum board on one level that are surrounded by and Light fixtures weighing more than 10 lbs and less than 56 Ibs shall have two 12-gage wires attached at 10 or 12-gage soft annealed wire used as primary support for the grid system. Also called suspension wires. connected to walls or soffits that are laterally braced to the structure above are exempt from seismic opposing comers of the light fixture to the structure above.These wires may be slack. LATERAL FORCE BRACING 45 OR design requirements. Light fixtures weighing more than 56 lbs shall be supported directly from the structure above by approved The bracing method used to prevent ceiling uplift or restrict lateral movement during a seismic event. Lateral S LESS Ceiling areas of 1000 sq ft or less shall be exempt from lateral force bracing requirements. hangers, force bracing consists of vertical struts and splay wires. Lateral force bracing is the use of vertical struts(compression posts)and splay wires. Pendant mounted fixtures shall be directly supported from the structure above using a 9-gage wire or an MAIN BEAM (See Detail 1/A101), approved alternate support without using the ceiling suspensions system for direct support. The primary suspension member supported by hanger wires, also known as the main runner,carrying tee, Lateral Force Bracingshall be 12 ft on center maximum and begin no farther than 6 ft from walls. Tandem fixtures may utilize common wires. carrying runner or mains. CONSULTANT: (maximum) 9 y MOLDING 1 CLOSURE ANGLE 3" MAX.TYP. Seismic splay wires are l be(4)exceeding wires attached to the main beam.Wires are arrayed 900 from A light gauge metal angle or channel fastened to teh perimeter wall or partition to support the dmeter ends each other and at an angle not exceeding 45°from the plane of the ceiling. Seismic Separation Joints 9 9 9 9 P P PP Pe \ rid of an acoustical ceiling g . • Seismic splay wires shall be attached to the grid and to the structure in such a manner that they can See Detail 9/A101 support a design load of not less than 200 lbs or the actual design load,with a safe factor of 2, PERIMETER CLIPS a PP 9 9 safety For ceiling areas exceeding 2,500 sq ft, a seismic separation joint or full height wall partition that breaks the Proprietary angle bracket attached directly to the wall molding/closure angle which allows 3/4"movement in whichever is greater(Detail 7B//1101). ceilingshall be provided unless analyses are performed of the ceilings bracing system,closure angles and f Power Actuated Fasteners PAFs ,when used for seismic application as art of the prescriptive path in y P 9 9 Y 9 the event of seismic activity and interlocks properly with ends of grid system. t�E ( ) PP P P p p penetrations to provide sufficient clearance. PERIMETER WIRES Seismic Design Categories D, E&F, shall have an ICC-ES approval for seismic applications and shall The layout and location of the seismic separation joint shall be per the desi ner of record and noted on the 05 �9 brequire"s eical Inspection" irrespective of the 9 Hanger wires placed within B"of the surrounding walls. G� q p p p type of occupancy category the structure is in.PAF tans. If a seismic separation joint is required b the designer,the designer may use the generic detailed F9tij anchors for kicker wires (splayed wires installed for purposes other than seismic restraint are exempt from p P 1 q Y 9 9 Y 9 I PLENUM P P ) P in this document or a proprietary joint.The amount of free movement(gap design)shall be a minimum of 3!4". The space above a suspended ceiling. NOTES: this requirement. In lieu of seismic separation Joints,the ceiling may be divided into areas less than 2500 sq It by the use or SLACK WIRE -RIGID BRACING MAY BE USED IN LIEU OF SPLAY WIRES. Splay wires are to be within 2"of the connection of the vertical strut to the suspended ceiling. soffits as follows: partitions shall extend a minimum 6"above the level of the plane of the grid and shall be A 12-gage wire that is not tight or taut. -CEILING AREAS OF 1000 SQ FT OR LESS SHALL BE EXEMPT FROM LATERAL FORCE BRACING • Rigid bracing may be used in lieu of splay wires. independently braced to the structure above. Soffits shall extend to a point at least level with the bottom plane SPREADER or SPACER BAR REQUIREMENTS. Ceilings with plenums less than 12"to structure are not required to have lateral force bracing. of the grid and shall be independently supported and laterally braced to the structure above. A bar with notches to prevent the suspension system from separating,also called a stabilizer bar. Vertical struts must be positively attached to the suspension systems and the structure above. (See Detail 9B/A101). SPLAY WIRES /. LATERAL FORCE BRACING The vertical strut may be EMT conduit, metal studs or a proprietary compression post,see Table 1 below: ./ TABLE 1:Maximum Recommended Lengths for Struts Wall Moldings Wires installed at an angle rather than perpendicular to the grid. 9 VERTICAL STRUTS SCALE: NOT TO SCALE See Details 4//1101 and 2//1101 (or alternate proprietary option-3/A 101) EMT Conduit Metal Studs The rigid vertical member used in lateral force bracing of the suspension system. Also known as compression 1/2" EMT conduit up to 5'-10" Single 15/8"metal stud(20-gage) up to 12'-0" Wall moldings (perimeted closure angles)are required to have a horizontal flange 2"wide.One end of the posts, seismic pods, seismic struts. Common materials are electrical conduit(EMT),metal studs or 3/4" EMT conduit up to 7'-8" Back-to-back 1 5/8"metal stud (20-gage) up to 15'-0" ceiling grid shall be attached to the wall molding,the other end shall have a 314"clearance from the wall and proprietary products. 1" EMT conduit up to 9'-9" Single 2 1/2"metal stud (20-gage) up to 13'-6" free to slide. Back-to-back 2 1/2"metal stud (25-gage) up to 15'-0" Where substantiating documentation has been provided to the local jurisdiction,perimeter clips may be used 12'-0"OC EA WAY MAX to satisfy the requirements for the 2"closure angle. SEPARATE SUPPORT PIPES, The grid shall be attached at two adjacent walls (pop rivets or approved method).Soffits extending to a point at 6'-0"MAX #12 WIRE @ 4'-0"OC #12 WIRE @ 4'-0"OC CONDUITS ETC, SECURE ALL WALL MOLDING least level with the bottom plane of the grid and independently suported and laterally braced to the structureHANGERS TO BUILDING above are deemed to be equivalent to walls. OR#10 WIRE @ 5'-0"OC OR#10 WIRE @ 5'-0"OC STRUCTURE.TRAPEZE AROUND DUCTS AND OTHER VERT STRUT LARGEDESTRUCTIONS. 8" MAX SECURE ALL RECESSED 8" MAX BUILDINGSTRUCTURE SURFACE MOUNTED FIXTURES TO GRID 8 STRUC AS READ. LAY IN FIXTURE WIRES MAY BE SLACK. 8 MAX WALL Oe ° ° O WALL 2"WALL MOLDING �r�� 90.00° � OO G�G, 1 ° P ° Q ® 3/4"MIN @ ° ® tiC `y PROJECT NUMBER: 215224 8 MAX O °�a ®� -UNATTACHED ° ° ° fl SECURE ALL HANGERS TO �q LATERAL BRACING @ 12'-0"OC EA BUILDING STRUCTURE. / ® ° WAY, MAIN RUNNER TO STRUCTURE. TRAPEZE AROUND DUCTS AND Loan Star ° SCREW BEGIN BRACING WITHIN V-0"OF ATTACH ONE SIDE OF GRID ° PERIMETER AND 2"FROM CROSS OTHER LARGE OBSTRUCTIONS ° ° MEMBER WHERE READ COUNTERSLOPE HANGERS Home Lending 0° ° ° (SEE UNATTACHED DETAIL)' ° ° ADDITIONAL HANGERS AT ALL ® IF MORE THAN 1:6 OUT OF MEMBERS WITHIN 8"OF PERIMETER WITH PLUMB SPREADER BAR SUPPORT WIRE @ 1:6 SLOPE PROPRIETARY CLIP. ° w I OR OTHER SUITABLE INSTALL PER MFR(MUST ° ° SYSTEM REQUIRED TO SPREADER BAR READ AT UNATTACHED SIDE IQ BE APPROVED BY AHJ). KEEP PERIMETER COMPONENTS FROM 2" CLOSURE ANGLE SPREADING APART One Embassy Centre N TES: 9020 SW Washington °Q -RIGID BRACING MAY BE USED IN LIEU OF SPLAY WIRES. (F -CEILING AREAS OF 1000 SQ FT OR LESS SHALL BE EXEMPT FROM LATERAL FORCE BRACING REQUIREMENTS. Square Road Suite 550 2. ATTACHED WALL MOLDING 3. ATTACHED WALL MOLDING ALTERNATE 4. UNATTACHED WALL MOLDING 5. LATERAL FORCE BRACING - ASSEMBLY SECTION Tigard, OR 97223 SCALE: NOT TO SCALE SCALE: NOT TO SCALE SCALE: NOT TO SCALE SCALE: NOT TO SCALE 5/8"MAX HANGER WIRES SEISMIC SEPARATION JOINT PER MFR -'--+ TYPICAL CONNECTION LAY IN FIXTURE WIRES DEVICE CAPABLE OF MAY BE SLACK CARRYING 100 LBS OR MORE o 0 - 0 0 0 0 0 /1101 FLANGE ATTACHED BUILDING STRUCTURE POP RIVET 314"MIN CEILING CLIP / -- a SUSPENDED A. FOR CEILING AREAS EXCEEDING 2,500 SQ FT SHEET TITLE: 3 /1101 3 TURNS CEILING GRID Suspended Ceiling A101 p = A. VERTICAL HANGER WIRE ATTACHMENT VERTICAL HANGER WIRE ��\ \ `� ,�' ,�' - & Light Installation a Guide & Details - ¢ 5/8"MAX \ n i PROVIDE SUPPORT FROM N STRUCTURE SOFFIT LATERALLY BRACE M2NI i TO STRUC ABOVE BUILDING STRUCTURE a EXTEND SOFFIT TO AT DRAWN BY: AEB /1101 8 z_ DATE ISSUED: 07.15.15 A101 FIXTURE - LEAST BOTTOM PLANE OF � �'„ CEILING GRID STEEL STRAP 1"WIDE x 2" `O ti 6" 1'-0" / LONG x 12 GAGE MINIMUM REQUIRED SUPPORT: <10 LBS, (1) 12GA WIRE A.,• UNATTACHED 5 10-56 LBS, (2)12GA WIRES o 0 0 0 0 0 4 /1101 3 TURNS >56 LBS,SUPPORT DIRECTLY FROM STRUCTURE o o U o a o o 0 0 0 0 0 o o o c /1101 — SPLAYED SEISMIC WIRE PENDANT MOUNTED FIXTURES: B. SPLAYED SEISMIC BRACING WIRE ATTACHMENT °RACING SHALL BE DIRECTLY SUPPORTED BY STRUCTURE W/9GA WIRE OR APPROVED ALTERNATE. B. TO CREATE CEILING AREA OF LESS THAN 2,500 SQ FT 6. LATERAL FORCE SUSPENDED TYP CEILING PLAN 7. WIRE ATTACHMENT DETAILS 8. FIXTURE SUPPORT 9. SEISMIC SEPARATION JOINT SECTION A 101 SCALE: NOT TO SCALE SCALE: NOT TO SCALE SCALE: NOT TO SCALE SCALE: NOT TO SCALE SHEET: R LRSAMhitects,Inc.02015 ai T a PERMIT SET 07. 15. 15 LEGEND Lf ARCHITECTS I EXISTING PARTITION 720 NW Davis 503.221.1121 Suite 300 503 221.2077 ❑ NEW BUILDING STANDARD PARTITION (SEE DETAIL 1 /A301) Portland OR 97209 www.irsarchitects.com RELITE PARTITION NEW(:X:) (SEE FRAME&RECITE TYPES �� (SEE3/A301) KI j '�/11/jl' 3645 r� �Mft IA LAIXON e • R D, OR 1 11 ® 0 �' ii 10 o TELE BELOW ITEMS SHOWN FOR REFERENCE ONLY x 13 cf li 4�FE ___� � c� P SWITCH O CPT- _ y ❑ $ SWITCH-OCCUPANCY SENSOR O i I 9'-101/2"(VIF) �+ " 6 © 8 ( 2 PS TELE/DATA OUTLET Z CONSULTANT: N CONF 7 8'-41/2' V + + DUPLEX OUTLET 101 N 11==7- OPEN `1-=l =T= i A\ ® ® + 101 n OFFICE QUAD OUTLET n u 900 1 u ^N - F ili �� (� h C " FLOOR OUTLET r 7 1 u 4 1 _ _ ® CEILING POWER ii ii of 7 BEAK02 _ - - - E EXISTING r�T= es ROOM n II 1 YP r,====_ ,� a2° 4 ii � --�'--- . l-- �N N NEW l n A301CK) a ,�� C(� << N 1 u v �1 �I i J N CT-1 CPT-1 II II V _ _ + + + R RELOCATED RE r L_� c=J __ 7 102 L =1= =L_� �L= n _ _ JO I --- --�-1-J Nlc D FE FIRE EXTINGUISHER --- 3 - 9 5 8 l i � 301 C © �� ALIGN ® ® © 2X4 ACOUSTICAL SUSPENDED CEILING --r-r-� -��-_-____ C� 8 O r==--- - n n 3 8 8 8 8 vi 11' o 0 0 o n HVAC SUPPLY `• aji \ III a o w 4'-7" 7'-6112" F-2" 5'-10" ! N N N __ " " /I HVAC RETURN N N N - N - N OFFICE N. OFFICE N OFFICE OFFICE N N + + i + + \ i + CE 9 CE Fos CEfO7 OFFICE OFFICE 108 109 - - EXISTING BUILDING STANDARD LIGHT FIXTURE u I N ❑ - - N N _ - _ _- _ __ --_ _ PROVIDE NEW OR RELOCATED BUILDING I i STANDARD 2x4 LIGHT FIXTURE PROVIDE NEW OR RELOCATED BUILDING 1 STANDARD 2x2 LIGHT FIXTURE 9'-101/2" 9'-71/2" 18'-3" 10'-1" 9'-91/2"(VIF) --- EXISTING LIGHT FIXTURE TO BE REMOVED OR 2 EQ.OFFICES IL'>_` RELOCATED ® ®� EXIT SIGNS(W/INTEGRAL ARROW WHERE OCCURS) N N N + SPRINKLER 1. DEMOLITION PLAN 2. FLOOR PLANrr�� 3. REFLECTED CEILING PLAN OS SPEAKER mmm7PROJECT NUMBER: 215224 SCALE: 1/8"= 1'-0" SCALE: 1/8"= 1'-0" SCALE: 1/8"= 1'-0" FINISH LEGEND CARPET LoanStar DEMO PLAN GENERAL NOTES FLOOR PLAN GENERAL NOTES RCP GENERAL NOTES CPT-1 SHAW,TRANSPARENT TILE,COLOR:EARTHENWARE Home Lending VINYL COMPOSITION TILE VCT-1 TO BE SELECTED 1. REFER TO SHEET A100 FOR A COMPLETE LIST OF GENERAL NOTES. 1. DIMENSIONS ARE TO FACE OF FINISH UNLESS OTHERWISE NOTED. ADVISE ARCHITECT OF 1. ALL ELECTRICAL WORK IS DESIGN BUILD-EXISTING&NEW LIGHT FIXTURES SHOWN FOR RUBBER BASE 2. REMOVE EXISTING FLOORING&BASE UNLESS OTHERWISE NOTED. ANY DISCREPANCIES PRIOR TO CONSTRUCTION, REFERENCE ONLY. VERIFY EXISTING CONDITIONS AND REPORT ANY DISCREPANCIES TO RB-1 FLEXCO 4"TOE,COLOR:BLACK!BROWN ARCHITECT. SUBMIT ELECTRICAL PLANS TO ARCHITECT FOR REVIEW PRIOR TO 3. PROTECT ALL ADJACENT AREAS DURING DEMOLITION&FROM DUST AND TRASH INTRUSION. 2. ALL ELECTRICAL WORK IS DESIGN BUILD-ALL ELECTRICAL OUTLETS, DATA&SWITCHES CONSTRUCTION. CLEAN&RESTORE ALL LIGHTS TO WORKING ORDER PRIOR TO JOB PAINT One Embassy Centre SHOWN REFERENCE ONLY. VERIFY EXISTING 4. REMOVE&SALVAGE DOORS,FRAMES,&RELITES FOR REUSE. TO ARCHIOTECT FOR REVIEW PRIOR TO CON TRUCTIONDITIONS. SUBMIT ELECTRICAL PLANS COMPLETION. P-1 TO BE SELECTED 9020 SW Washington 2. ALL MECHANICAL WORK IS DESIGN BUILD-EXISTING&NEW DIFFUSERS SHOWN FOR PLASTIC LAMINATE Square Road 5, REMOVE BLINDS&WINDOW COVERINGS FOR REUSE.CLEAN AND REINSTALL PRIOR TO JOB 3. WHEN NEW LIGHT SWITCHES ARE ADDED TO ANY PORTION OF THE SUITE,REPLACE ALL REFERENCE ONLY. VERIFY EXISTING CONDITIONS AND REPORT ANY DISCREPANCIES TO PL-1 (VERTICALS) TO BE SELECTED p COMPLETION. REPAIR AND/OR REPLACE ANY MISSING ANDIOR DAMAGED EXISTING LIGHT SWITCHES WITH NEW BUILDING STANDARD OCCUPANCY SENSOR SWITCHES. ARCHITECT. SUBMIT MECHANICAL PLANS TO ARCHITECT FOR REVIEW PRIOR TO PL-2 (HORIZONTALS) TO BE SELECTED Suite 550 WINDOWCOVERINGS TO MATCH EXISTING AS NEEDED THROUGHOUT ENTIRE AREA OF WORK. CONSTRUCTION. CLEAN ALL DIFFUSERS PRIOR TO JOB COMPLETION. 4. PATCH AREAS ADJOINING AND/OR ADJACENT TO DEMOLITION WORK TO MATCH EXISTING Tigard, OR 97223 6. CEILING CONFIGURATION TO REMAIN UNLESS OTHERWISE NOTED. AND/OR NEW CONSTRUCTION. 3. SUBMIT PROPOSED LOCATIONS FOR EMERGENCY LIGHTING,STROBES,SMOKE DETECTION &SPRINKLERS TO ARCHITECT FOR REVIEW AND COORDINATION PRIOR TO CONSTRUCTION. 7. REMOVE AND SALVAGE FIRE EXTINGUISHERS&CABINETS FOR REUSE. 5. SOUND CAULK ALL WALUGLASS&WALL/MULLION JOINTS. 4. REPLACE ALL DAMAGED CEILING TILES&GRID TO MATCH EXISTING BUILDING STANDARD. 6. PROVIDE NEW FLOORING&BASE UNLESS OTHERWISE NOTED. 5. WHERE NEW LIGHTS ARE ADDED-MATCH EXISTING BUILDING STANDARD TYPE AND FINISH. 7. REPAINT ENTIRE SUITE UNLESS OTHERWISE NOTED. 8, WHERE NEW DOORS,FRAMES&HARDWARE ARE PROVIDED,MATCH EXISTING BUILDING STANDARD TYPE,SIZE,FINISH&COLOR. TOUCH UP EXISTING FRAMES&DOORS WHERE NEEDED TO APPEAR AS NEW. 9. PROVIDE J-BOX AND PULL STRING FOR TENANT-SUPPLIED VOICE&DATA. SHEET TITLE: p Construction Plans 0 DEMO PLAN KEYNOTES FLOOR PLAN KEYNOTES RCP KEYNOTES U m 0 REMOVE ENTRY DOOR AND PORTION OF WALL AS REQUIRED-SEE 21 A201. O INSTALL CENTERLINE OF NEW WALL ON CENTERLINE OF WINDOW MULLION-SEE 2!A301. O RELOCATE HVAC AS REQUIRED,TYP. 2� REMOVE CASEWORK AND SINK. CAP PLUMBING AS REQUIRED. O RELOCATE FIRE EXTINGUISER AS REQUIRED. O PROVIDE EXIT SIGN AS REQUIRED. O REMOVE PORTION OF EXISTING DOOR AS REQUIRED FOR NEW RELITE-SEE 21 A201. O PROVIDE DEDICATED OUTLET AND DATA AS REQUIRED FOR TENANT PROVIDED PRINTER. DRAWN BY: AEB O REMOVE FLOORING AND BASE THROUGHOUT SUITE. COORDINATE LOCATION WITH TENANT PRIOR TO CONSTRUCTION. DATE ISSUED: 07.15.15 O WORKSTATIONS SHOWN FOR REFERENCE ONLY. PROVIDE DATA AND POWER AS REQUIRED O REMOVE AND SALVAGE FIRE EXTINGUISHER FOR RELOCATION-SEE 2/A201. FOR TENANT PROVIDED WORKSTATIONS. o PROVIDE RELITE IN EXISTING DOOR-SEE DOOR SCHEDULE. O PROVIDE LOUVERED DOOR-SEE DOOR SCHEDULE. O PROVIDE THREE(3)DEDICATED OUTLETS IN BREAKROOM FOR DISHWASHER AND TENANT PROVIDED REFRIGERATOR AND MICROWAVE. 0 PROVIDE LOCKING HARDWARE AT TELE DOOR 103 AND AT ALL OFFICES DOORS(104-109). SHEET: Q■ 201 O PROVIDE PASSAGE HARDWARE AT DOORS 101 AND 102. LRSArchdeeh,mc.®2015 M M ° 10 ALIGN NEW WALL ALONG COLUMN EDGE. C 11 PROVIDE BUILDING STANDARD GLAZED ENTRY DOOR AND SIDELIGHT. PERMIT SET 07. 1J. 1 C 5 NOTES: L f 1. ALL NEW DOORS TO BE SOLID WOOD TO MATCH EXISTING BUILDING STANDARD A R C H I T E C T S PROVIDE(2)rib SHEET METAL DOOR TYPE AND FINISH. 720 NW Davis 503.221.1121 19 SCREWS AT EA.BRACE 2. ALL NEW FRAMES TO MATCH EXISTING. ATTACHMENT TO STRUCTURAL 20 GA.3 518"STUD BRACING TO BACKER RODS Suite 300 503 221.2077 D MEMBER TYP. STRUCTURE @ 8'4"O.C. AND CLEAR SEALANT EXISTING WINDOW MULLION 3. PROVIDE NEW ADA LEVER STYLE DOOR HARDWARE TO MATCH EXISTING. REPLACE Portland OR 97209 www.Irsarchitects.com PROVIDE 2"X 118"LIGHT&SOUND PROVIDE CORNER BEAD ALL ORB DOOR HANDLES WITH LEVER STYLE WHERE APPLICABLE. SEALING GASKET CONTINUOUS &PAINT ON WINDOW SILL BELOW BETWEEN WALL&CEILING SIDE OF WALL END, 4. PROVIDE TEMPERED GLASS AT ALL RELITES UNLESS OTHERWISE NOTED. TYPICAL VERIFY HEIGHT ----------._____. -----------..---------- .... 5. PROVIDE LOCKING HARDWARE AT DOORS 103, 104,105, 106, 107, 108,AND 109. --- 6. PROVIDE PASSAGE HARDWARE AT DOORS 101 AND 102. PROVIDE(2)FASTENERS @ EA. — 3'-0" 3'-0" 2'-0" 6" 3'-0" 3'-0" 4'-8"(VIF) 6 3'-0" ~' 3645 r� BRACE STUD CONNECTION TO TOP OF WALL STUD - - - PA F CI . NIXON _._ ..._. . _..... ...._.. CD (D cD 0 (D0, OR T A OR GLAZING z \ z \ \ z z \ \ z (_U 3.5(8"25 GA.(362S125-18)MTL STUDS @ 24^O.C.WITH 5/8"GYP. PARTITION TYPE ASx \ x Ln 9 BD.EACH SIDE. PROVIDE 3"SOUND SCHEDULED c: w w ATTENUATION BATT INSULATION O O O O O FRICTION FIT IN STUD SPACE AND x x x x x ACOUSTIC SEALANT @ CEILING GRID. 4 g Q M TEMP g POWDER DRIVEN ANCHOR CENTER OF MULLI ION TO AT Y-0"O.C.THRU MTL. ALIGN WITH CENTER OF c TEMP Q TEMP CONSULTANT: BASE ON BOTH SIDES AS STUD TRACK,LION PARTITION SPECIFIED CC U FLUSH PANEL (:�D FLUSH w/LOUVER © FLUSH PANEL w/2'-0"WIDE (:K) FULL LITE (�D FLUSH PANEL w/4'-8"WIDE(VIF)RELITE EXISTING SLAB L RELITE 1. BUILDING STANDARD PARTITION 2. WALL TO MULLION DETAIL 3. DOORS, FRAMES & RELITE TYPES SCALE: 112"= V-0" SCALE: 3"= V-0" SCALE: 114"= V-0" T-1"U .O.N. CONTINUOUS CONTINUOUS CLEAR SILICONE CAULK AT SEAM(TYP) FRENCH CLEAT FRENCH CLEAT PLASTIC LAMINATE COUNTERTOP&SPLASH AT ALL EXPOSED SURFACES&EDGES(SEE 3 EQ.CABINETS 1'-0"U.O.N. 1'-0"U.O.N. ELEVATION)OVER 3l4"SUBSTRATE PLASTIC LAMINATE AT PLASTIC LAMINATE AT ALL EXPOSED& 1" g ALL EXPOSED& SEMI-EXPOSED SURFACES OVER 3/4" a A301 SEMI-EXPOSED SUBSTRATE;SELF EDGE 7 5 SURFACES OVER 3/4" A301 A301 VERTICAL SUBSTRATE;SELF WHITE INTERIOR wl 6"DRAWER SURFACES,PL-1 EDGE ADJUSTABLE SHELVES(TYP) 4"WIRE PULLS, BRUSHED ALUMINUM(TYP) VERIFY / \ \ a WHITE INTERIOR(TYP) PLASTIC LAMINATE AT ALL WHITE INTERIOR wl 4"WIRE PULLS,BRUSHED SEMI-EXPOSED SURFACES OVER DIMENSIONS OF — 4 � ° TENANTq_ I16R� ADJUSTABLE ( ) 3l4"SUBSTRATE;SELF EDGE PROVIDED NIC) SHELVES(TYP) h ALUMINUM TYP c MICROWAVE PLASTIC LAMINATE AT ALL EXPOSED& �, WHITE INTERIOR w/ADJUSTABLE PROJECT NUMBER: 215224 PRIOR TO 4 F — 1 SEMI-EXPOSED SURFACES OVER 3/4" SHELVES(TYP) CONSTRUCTION ( SUBSTRATE;SELF EDGE REF 4"WIRE PULLS, I MICROWAVE BASE AS SPECIFIED;REFER TO BRUSHED (NIC) ELEVATION I i OPEN TO WALL;NO BACK RUBBER BASE, — OW ALUMINUM(TYP) LoanStar RB-1 �11— -- / w VERIFY SIZE OF MICROWAVE WITH TENANT Home Lending HORIZONTAL PRIOR TO CONSTRUCTION T.O.FIN_FLR 43.0. SURFACES,PL-2 3'-4" V'8" " 2'-0" One Embassy Centre 4. INTERIOR ELEVATION - BREAKROOM 102 5. TYPICAL UPPER CABINET 6. MICROWAVE CABINET SECTION 7. LOWER CABINET W/ DRAWER & DOOR 9020 SW Washington SCALE: 114"= V-0" SCALE 1"= 1'-0" SCALE: 1"= 1'-0" SCALE: 1"= 1'-0" Square Road Suite 550 Tigard, OR 97223 CLEAR SILICONE CAULK AT SEAM 2'-1"U.O.N. (TYP) —CHROME ACCESSIBLE FAUCET ADA COMPLIANT STAINLESS V STEEL KITCHEN SINK PLASTIC LAMINATE COUNTERTOP &SPLASH AT ALL EXPOSED C SURFACES&EDGES(SEE 5 ELEVATION)OVER 3/4" A301 MEDIUM-DENSITY FIBERBOARD SHEET TITLE: MADE WI EXTERIOR GLUE. 4"WIRE PULLS,BRUSHED Interior Details ALUMINUM / \ PLASTIC LAMINATE OVER 3/4" \ 4 SUBSTRATE REMOVABLE BASE BLACK HEAT v CABINET DOORS W/ FULLY VERIFY HEIGHT b PROOF WRAP CONCEALED EUROPEAN HINGE & OF TENANT @EXPOSED €p QUICK SNAP OFF CAPABILITY PROVIDED — — — — — o PIPING " WHITE INTERIOR(TYP) PRINTER ANDCOORDINATE PRINTER I w CLEARANCE (NIC) RUBBER BASE, DRAWN BY: AEB d CONSTRUCTION RB-1 T.O.FIN_FLR _ DATE ISSUED: 07.15.15 � Y A CONTINUE FLOOR FINISH o UNDER CABINET AT SINK, SEE FLOOR PLAN 8. TYPICAL LOWER CABINET w/ SINK 9. INTERIOR ELEVATION AT COPIER SCALE: 1"= V-0" SCALE: 114"= 1=0" SHEET: Q■ 301 LRSAmhhects,Inc.02015 W PERMIT SET 07. 15. 15