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Plans (3)BUP2014 00243 W E T d C PROJECT DIRECTORY PROPERTY OWNER: Wyse Investment Services Company 1501 SW Taylor Street, Suite 100 Portland, Oregon 97205 Telephone (503) 294-0400 Fax (503)227-2507 ARCHITECT: LRS Architects, Inc. 720 NW Davis, Suite 300 Portland, Oregon 97209 Telephone (503) 221-1121 Fax (503) 221-2077 GENERAL CONTRACTOR: Pacific Crest Structures, Inc. 17750 SW Upper Boones Ferry Road, Suite 190 Durham, Oregon 97224 Telephone (503) 968-8949 Fax (503) 598-6658 Oregon CCB# 66915 DRAWING INDEX SHEET NAME A001 COVER SHEET AND CODE ANALYSIS A201 FLOOR PLAN AND DETAILS Andy James: AJames@Wyselnvestment.com Kathi Pearce: KPearce@Wyselnvestment.com Byron Balogh: bbalogh@lrsarchitects.com Anne Bedney: abedney@lrsarchitects.com Alan Volm: alae@pacificcrestweb.com DEFERRED SUBMITTALS - DESIGN BUILD EGRESS LIGHTING RECEIVED 0 C T 2 1201 EVEZ CITY ®FTIGARD TIN IN BUILDING DIVISION ARCH I T E C T S 720 NW Davis 503.221.1121 Suite 300 503 221.2077 D ONE EMBASSY CENTRE Portland OR 97209 www.Irsarchitects.com 9020 SW WASHINGTON SQUARE ROAD!�.��� 3645 SUITE 550 �* TIGARD, OREGON 97223 �F°�� PERMIT SET 10jr 16Ar 14 CONSULTANT: ACCESSIBLE FIXTURE MOUNTING REQUIREMENTS 1. ALL DIMENSIONS INDICATED ON THIS SHEET ARE CLEAR MINIMUM TO FACE OF FINISH, DIMENSIONS TO TOILET ROOM ACCESSORIES ARE TO THE CENTER LINE AS NOTED OR TO THE HIGHEST PORTION OF THE OPENING OR OPERATING DEVICE. 2. ALL ITEMS INDICATED BELOW MAY NOT OCCUR ON THIS PROJECT SEE PROJECT PLANS AND ELEVATIONS FOR ITEMS THAT OCCUR. 3. SEE ARCHITECTURAL PLANS FOR ACCESSIBILITY ANDIOR ADAPTABILITY CONFORMANCE IN THE HORIZONTAL PLAN LAYOUT. 4. CONFORMANCE TO FIXTURE MOUNTING HEIGHT REQUIREMENTS ARE APPLICABLE IN ANY SPACE SERVING MORE THAN ONE EMPLOYEE, ALL RESIDENTIAL AND MULTIPLE EMPLOYEE COMMON SPACES, AND SPACES ACCESSIBLE TO THE PUBLIC, AS THEY OCCUR PER PROJECT. 5. VERIFYACCESSORY SIZE WITH MANUFACTURER TO ENSURE CONFORMANCE WITH REQUIRED MOUNTING HEIGHTS. 6. PROVIDE CODE -COMPLIANT BLOCKING WITHIN WALLS AS REQUIRED FOR MOUNTING FIXTURES. 7. PROVIDE GYPSUM BOARD WRAP BEHIND FIXTURES AT WALLS DESIGNATED ON FLOOR PLANS AS OPENING -PROTECTED WALLS. 8. FLOOR DRAINS: ACCESSIBLE FIXTURES REQUIRE A CLEAR FLOOR SPACE CONTIGUOUS OR OVERLAPPING THE ACCESSIBLE ROUTE. FLOOR DRAINS SHOULD NOT BE PLACED IN THIS CLEAR FLOOR SPACE. 9. EXCEPTION: DRAINS MAY RESIDE IN CLEAR FLOOR SPACE PROVIDED DRAIN HOLES DO NOT EXCEED 1/2" DIA. MAXIMUM; FLOOR SLOPE DOES NOT EXCEED 2% IN ANY DIRECTION, AND THE ELEVATION CHANGE AT THE DRAIN LIP DOES NOT EXCEED 1/8". ACCESSIBILITY COMPLIANCE The facility has been surveyed and the following building elements have been found to be in compliance with IBC Chapter 11: and ANSi 117. 1. Van -accessible parking. 2. Accessible building entrance (curb ramps). 3. Accessible route within building (floors, ramps, elevators). 4. Accessible restrooms and toilet fixtures. 5. Accessible telephones. 6. Accessible drinking fountains. 7. Accessible (visible/audible) fire alarms. BUILDING CODE AREA AND MISC REQUIREMENTS TYPE OF CONSTRUCTION: FIRE RESISTIVE REQUIREMENTS STRUCTURAL FRAME PROJECT LOCATION ,a'i33ti' kaF?,Rj r first : �a - - �7 "SIN AWh s_ . r `M : � MkMN7slidaPPow an Peck �f PENETRATIONS: (SEE PENETRATION DETAILS AND n' wands transCwe `° . {'`i Ra . tNeYrrper ". MECHANICAL PLANS FOR LOCATIONS) ny�nta€>ark ar„€ OPENING PROTECTION: (SEE PLANS FOR W Taydaa� F,, -Try Axl s9w x.ngT e „a c 00 LOCATIONS) SSW Hub" Was Ion c<:':`la,. �^c tllt rgtr ON zc �t ys'Rva t 0�'vwk Helly..-., . Fly shop m gars ` ' SMOKE DETECTION AND FIRE ALARMS: 3envet - Na€sreat - ' x€ '' Wood 4s4ficp €se�rr ,�s` - ' %�' � .�� �$iparr4ani! Bakery;', Syfe� aAawaa; meakN ratAe .. Area Pwk p a c0 F Narrsen = Sky lregh Sports tmm�t Park Trarmoline AA FunC;eeavxa ry"r so4t aesr 4 �`'O ,amort Woodard Pk1u. , ,�., CifyFevit Park NAVA Home VAWS.. Atria 6 o -t6 - d�sttc ooft Psrexlea #Aadt#te eecr Fox is £roatsr ekal svz sena ' £ The Church of Tk@? ose 3t Jesus 4.�eW of Aga.. CreekPar# taitrtt>CsySaini� WelNWe Tigard Pu,W, Palk: u � .e. l:dirary s2te •a PWIAM : �t%reeE+omai^ets" ;. 9 Daae tsiielr .;garde t Stare Trgmd ". Swv AAcGrx;atd gtIn Gin" Kruse ;v�y In '. innortfafKfl i� � bonits 0twego as hay " N 1. VICINITY MAP SCALE. NOT TO SCALE EXTERIOR BEARING WALLS INTERIOR BEARING WALLS EXT. NONBEARING WALLS INTERIOR NONBEARING WALLS FLOOR/CEILING ROOFICEILING TYPE I -B 2 HR 2 HR 2 HR TABLE 602 0 HR 2 HR 1 HR ALL WALLS AND FLOOR AND ROOF/ CEILING ASSEMBLIES (OPENINGS ARE DEFINED AS DOORS, WINDOW, AND DUCTS (REFERENCE OSSC 715 FIRE ASSEMBLY) SEE DOOR AND WINDOW SCHEDULES SEE MECHANICAL DRAWINGS FOR SMOKE AND FIRE DAMPERS PROVIDED PER BC & OSSC SECTION 907 LEGEND OCCUPANT LOAD AND EGRESS TABLE 1004.1.2 OCCUPANT LOAD Office Area: Total Occupant Load: Actual Occupant Load: TABLE 1014.1 Minimum Number of Exits Required: Number of Exits Provided: Travel Thru Intervening Rooms (Section 1014.2): TABLE 1005.1 Egress Width per Occupant. Actual Exit Width: SECTIONS 1013 & 1015 Maximum Travel Distance Allowed., Maximum Travel Distance to Exit: C - AREA OF WORK - - - EXIT EGRESS PATH (XX) ACCUMULATIVE OCCUPANT LOAD EXiT SIGN wl INTEGRATED DIRECTIONAL ARROW WHERE OCCURS AT ALL EXITS, EVERY 100' IN CORRIDORS, AND IN SPACES WHERE 2 MODES OF EGRESS ARE REQUIRED PER SECTION 1011. (REFER TO ELECTRICAL DRAWINGS FOR MORE INFORMATION). POCHE INDICATES "EXIT" TEXT SIDE OF SIGN. SiGNS SHOWN IN CORRIDORS ARE CEILING HUNG. SIGNS SHOWN ON WALL ARE WALL HUNG. E REQUIRED EXIT 3,145 SF --> (3,145 SF) / (100 grossSF/occ.) = 32 occ. 3,145 Net SF --> Actual SFlocc.--> (3,145 SF) / (32 occ.) _ 32 occ. < 50, Therefore Min. One (1) Exit Required. Two (2). Allowed thru accessory areas only. (32 occ.) x (0.20) = 6.4 inches 72 inches -- O.K. Maximum Allowed Common Path of Egress = 100 -ft. Actual Provided = 34'-0" therefore O.K. Maximum Allowed Travel Distance to Exit = 300 -ft. Actual Provided = 57'-0" therefore O.K. 32 occ. 99 SFlocc. BUILDING CODE REQUIREMENTS AND DATA PROJECT LOCATION. 9020 SW WASHINGTON SQUARE ROAD, SUITE 550 TIGARD, OR 97223 PROPERTY ID: 1 S 126BC01506, R2007147 APPLICABLE BUILDING CODE. 2014 OREGON STRUCTURAL SPECIALTY CODE BUILDING AGENCYIJURISDICTION. CITY OF TIGARD PROJECT SCOPE OF WORK: NON-STRUCTURAL INTERIOR IMPROVEMENTS TOTAL NEW BUILDING AREA: NONE TOTAL TENANT GROSS AREA: 3,145 SF ZONING: MUC - MIXED USE COMMERCIAL BUILDING CODE AREA CALCULATIONS NOTES: 1. SEE CODE ANALYSIS PLAN FOR ACCOMPANYING INFORMATION. CODE INFORMATION INDICATED BELOW ONLY LISTS SOME SPECIFIC REQUIREMENTS BUT DOES NOT LIST ALL BUILDING CODE REQUIREMENTS. 2. NON -SEPARATED USES ARE PROPOSED FOR ALL OCCUPANCIES IN ACCORDANCE WITH SECTION 508.3. EXISTING OCCUPANCY GROUPS: B OCCUPANCY GROUPS: (CHAPTER 3): B CONSTRUCTION TYPE: EXISTING: TYPE I -B, WITH FIRE SPRINKLERS THROUGHOUT BASIC ALLOWABLE FLOOR AREA: (TABLE 503, SEC.503): AREA MODIFICATIONS: (SEC. 506): BUILDING STORIES I HEIGHT: ALLOWABLE (SEC 503, 504): BUILDING STORIES I HEIGHT: ACTUAL: B: UNLIMITED INCREASE NOT NECESSARY AND NOT CALCULATED B: 11 STORY, 160 FEET B: 5 STORY, 65 FEET N 2. OVERALL CODE ANALYSIS PLAN -FIFTH FLOOR SCALE: 1116"= 1' 0" OD MINIMUM DISTANCE ALLOWED BETWEEN EXITS PER SECTION 1015.2.1 (NON-SPRINKLERED): PROJECT NUMBER: 214310 Zevez T1 One Embassy Centre 9020 SW Washington Square Road, Suite 550 RBV1JEWED FOR CODE COMPLIANCE APPr'/' OTCs I. Address: w - Suite M By: 41M AMVX Data ALLOWED DISTANCE: 90'-0" (DIAGONAL DISTANCE)12 = 45'-0" MIN. ACTUAL DISTANCE = 62'-0" COMMON PATH TRAVEL DISTANCE FROM MOST REMOTE POINT BEFORE TWO WAYS PROVIDED 100' MAX. (SPRINKLERED) PER SECTION 1014.3 EXCEPT. 1; ACTUAL DISTANCE = 34'-0" EXIT ACCESS TRAVEL DISTANCE FROM MOST REMOTE POINT PER TABLE 1016.1: ALLOWED DISTANCE: 300' MAX. LENGTH (SPRINKLERS PROVIDED) ACTUAL DISTANCE = 57'-0" AREA OF WORK OFFICE COPY It cla �CLI /(� lid SHEET TITLE: Cover Sheet DRAWN BY: AEB DATE ISSUED: 10.16.17 SHEET: A001 LRS Architects, Inc. © 2014 PERMIT SET 10. 16.14 N 1. FLOOR PLAN SCALE. 118"= f-0" LEGEND --- EXISTING PARTITION *� NEW BUILDING STANDARD PARTITION (SEE DETAIL 2 / A201) =- - RELITE PARTITION NEW (:X) DOOR FRAME & RELITE TYPES (SEE 3 / A201) E EXISTING PP POWER POLE FLOOR PLAN GENERAL NOTES FINISH LEGEND RUBBER BASE RB- FLEXCO, 4", COLOR: BLACK DAHLIA - 01 PAINT P-1 (MAIN COLOR) SHERWIN WILLIAMS, 7001 MARSHMALLOW P-2 (ACCENT COLOR) SHERWIN WILLIAMS, 6144 DAPPER TAN CAPRET CPT -1 PATCRAFT, DESIGN WEAVE, TECHNO, 26356-00132 - ONLY NATURAL VINYL COMPOSITION TILE VCT -1 TO BE SELECTED 1. DIMENSIONS ARE TO FACE OF FINISH UNLESS OTHERWISE NOTED. ADVISE ARCHITECT OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. 2. SOUND CAULK ALL WALLIGLASS & WALLIMULLION JOINTS. 3. REMOVE EXISTING FLOORING & BASE AND PROVIDE NEW FLOORING AND BASE UNLESS OTHERWISE NOTED. 4. REPAINT ENTIRE SUITE MAXIMUM OF 3 PAINT COLORS. 5. WHERE NEW DOORS, FRAMES & HARDWARE ARE PROVIDED, MATCH EXISTING BUILDING STANDARD TYPE, SIZE, FINISH & COLOR. 6. CEILING CONFIGURATION TO REMAIN UNLESS OTHERWISE NOTED. 7. REPLACE ALL DAMAGED CEILING TILES & GRID TO MATCH EXISTING BUILDING STANDARD. FLUOR PLAN KEYNOTES Q PROVIDE NEW WALL, DOOR AND RELITE TO MATCH BUILDING STANDARD - VERIFY SIZE OF DOOR AND RELITE WITH LANDLORD. PROVIDE KEYPAD ACCESS - VERIFY LOCATION WITH TENANT PRIOR TO CONSTRUCTION. PROVIDE BUILDING STANDARD DOOR HARDWARE - ANSI FUNCTION F84 OR F86 FOR INSIDE LEVER ALWAYS FREE FOR IMMEDIATE EGRESS, PROVIDE EXIT SIGNAGE AS REQUIRED. �3 EXISTING EXIT SIGNAGE. 4T EXISTING POWER POLES TO REMAIN. EXISTING FLOORING AND BASE IN (E) SUPPLY / BREAKROOM 101 TO REMAIN. REMOVE AND REPLACE DISHWASHER. REMOVE KEYED ACCESS PAD - EGRESS DOOR ONLY. O PROVIDE PUNCHCODE LOCK ON (E) SERVER ROOM 103, PROVIDE (2) #8 SHEET METAL SCREWS AT EA. BRACE ATTACHMENT TO STRUCTURAL MEMBER TYP, PROVIDE 2"X 1W LIGHT & SOUND SEALING GASKET CONTINUOUS BETWEEN WALL & CEILING PROVIDE (2) FASTENERS @ EA BRACE STUD CONNECTION TO TOI OF WALL STU[ 3-5/8" 25 GA. (362S125-18) MTL STUDS @ 24" O.C. WITH 5/8" GYP. BD. EACH SIDE. PROVIDE 3" SOUND ATTENUATION BATT INSULATION FRICTION FIT IN STUD SPACE AND ACOUSTIC SEALANT @ CEILING GRID. BASE ON BOTH SIDES AS SPECIFIED 2. BUILDING STANDARD PARTITION SCALE. 1/2" = 1-0" 20 GA. 3 5/8" STUD BRACING TO STRUCTURE @ 8'-0" O.C. VERIFY HEIGHT OWDER DRIVEN ANCHOR ,T 2'-0" Q.C. THRU MTL. TUD TRACK, UON EXISTING SLAB 1'-6" SINGLE OPENING WITH FRAMELESS GLASS DOOR AND RELITE TO MATCH BUILDING STANDARD ENTRY DOOR. NOTES: 1. ALL NEW FRAMES TO MATCH EXISTING. 2. ALL NEW DOORS TO MATCH EXISTING BUILDING STANDARD DOOR TYPE AND FINISH, 3. PROVIDE TEMPERED GLASS AT ALL RELITES UNLESS OTHERWISE NOTED. 4. PROVIDE NEW ADA LEVER STYLE DOOR HARDWARE TO MATCH EXISTING. 3. DOOR FRAMES & RELITE TYPES SCALE. 114"= 1'-0" ARCH I T E C T S 720 NW Davis 503.221.1121 M Suite 300 503 221.2077 D Portland OR 97209 www.irsarchitects.com 3645 NIXON r�,,...-- T ND, OR CONSULTANT: PROJECT NUMBER: 214310 ZeveZ T/ One Embassy Centre 9020 SIN Washington Square Road, Suite 550 Tigard, OR 97223 SHEET TITLE: Floor Plan and Details DRAWN BY: AEB DATE ISSUED: 10.16.14 SHEET: A201 LRS Architects, Inc. © 2014 m PERMIT SET 10. 16.14