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Plans (62) M EC2022 -00309 AA f_cZ02-Z-iC,20 � [4� SW �✓�c�� ICO0 RECEIVED APR 2 O2022 CITY Or TIGAHU p BUILDING DIVISION rn-.� 11171 lyrn-,-N pe_­N <23) p 16200 SW Pacific Highway, Suite 'K' BY BNNFR� RTLAND,OR Q 9 V Tigard Towne Square Tigard, Oregon O F O�TF -- LEGEND GENERAL NOTES DIRECTORY SHEET INDEX N T. GRID NUMBER 1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS and CONDITIONS ON THE DWGS.and 9. THE CONTRACTOR SHALL VERIFY ALL ROUGH-IN DIMENSIONS and EQUIPMENT, 19. VERIFY W/AHJ IF A SEPARATE FIRE SPRINKLER PERMIT IS REQUIRED. OWNER ARCHITECTURAL 0. ON THE JOB PRIOR TO EXECUTION OF ANY WORK and SHALL NOTIFY THE ARCHITECT FURNISHED and INSTALLED BY HIMSELF/HERSELF or OTHERS,PRIOR TO PROCEEDING p, PER THE FIRE CODE,NEW OCCUPANCIES and TENANT IMPROVEMENTS WITH EITHER FIRE OF ANY DISCREPANCY.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS wlth WORK. SPRINKLER AND/ORDE,ALARM SYSTEMS ARE i0 BE PROVIDED WITH A KNOW BOX BRAND SCHNITZER PROPERTIES A0.0 COVER SHEET 8 CODE REVIEW ^, 0 INCURRED DUE TO HIS FAILURE TO DO SO. 1121 SW SALMON ST.,SUITE 500 VJ 10. SEE STRUCTURAL DRAWINGS FOR ADDITIONAL NOTES and SYMBOLS. SECURITY KEY BOX AS A CONDITION OF OCCUPANCY. BOX SHALL BE RECESSED AND PORTLAND.OR 97205 A),I SITE PLAN REFERENCE ONLY 0) STRUCTURAL GRID 2. ALL MATERIALS and WORKMANSHIP SHALL CONFORM with ALL STATE and LOCAL 11 ALL WOOD IN CONTACT with CONCRETE or MASONRY SHALL BE PRESSURE TREATED. LOCATION APPROVED BY AHJ AND THE ARCHITECT. TEL:(503)450-0806 JURISDICTIONAL BUILDING CODES and REGULATIONS. 21. SITE BOUNDARY LINES,BOUNDARY DIMENSIONS,and BOUNDARY DELINEATIONS ARE CONTACT: SCOTT ANDERSON A2.1 DEMO,FLOOR.AND REFLECTED CEILING PLANS O O 12. DO NOT SCALE DRAWINGS 3. REGULATIITHER ONS. OWNERCONTRACTHE TOR R W ENFORCESAFETYMAINTAIN ALL SHALLFOR BEREE ED TO HAVTUAL SITE E SITE and VARY.HIMSELHE F TRACTOR EMAIL:scotta6schnl4er.com W STRUCTURE CENTERLINE REGULATIONS.THE CONTRACTOR SHALL DESIGN.INSTALL.and MAINTAIN ALl SAFETY T$.DEFERRED SUBMITTALS PER CHAPTER 1. CONTRACTOR TO PROVIDE DEFERRED SHALL BE DEEMED i0 HAVE INSPECTED THE SITE antl SATISFIED HIMSELF AS TO ACTUAL A3.1 REFLECTED CEILING DETAILS OR STRUCTURAL FACE DEVICES and SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL,STATE, DRAWINGS AND CALCULATIONS STAMPED AND SIGNED BY AN ENGINEER REGISTERED GRADES.LEVELS.DIMENSIONS,and DELINEATIONS,and THE TRUE CONDITIONS UNDER � � � nvn�) MULTIPLE ELEVATION and FEDERAL SAFETY and HEALTH STANDARDS.LAWS and REGULATIONS. IN THE PROJECT'S STATE TO THE AUTHORITY HAVING JURISDICTION(AHJ)(WHERE WHICH THE WORK IS TO BE PERFORMED. GENERAL CONTRACTOR Q Ry 4. PROVIDE FIRE EXTINGUISHERS with REQUIRED SIGNAGE AS PER BY FIRE DEPARTMENT REQUIRED)TO THE ARCHITECT OF RECORD FOR REVIEW OF DESIGN INTENT PRIOR 70 22. ADDRESS NUMBERS SHALL BE POSTED ON THE BUILDING IN A LOCATION THAT IS REFERENCE NUMBER TBD ,— )OUTSIDE OF SYMBOL) FIELD INSPECTOR.DURING CONSTRUCTION,PROVIDE A PORTABLE FIRE EXTINGUISHER SUBMITTAL TO THE AHJ FOR THE DEFERRED SUBMITTALS LISTED ON THIS SHEEP. CLEARLY VISIBLE FROM THE PUBLIC ROAD. ADDRESS NUMBERS SHALL BE ILLUMINATED � H wUh TYPE A,B,C RATING WRHN 75 FOOT DISTANCE TO ALL PORTIONS OF THE BUILDING. 14. DETAILED DRAWINGS and LARGER SCALE DRAWINGS TAKE PRECEDENCE OVER at NIGHT. ADDRESS NUMBERING SHALL HAVE A MINIMUM HEIGHT OF 61NCHES(OR AS } SINGLE ELEVATION INTERIOR VIEW KEY 5. PLANS FOR ALL FIXED FIRE PROTECTION EQUIPMENT SUCH AS STANDPIPES,SPRINKLER SMALLER SCALE DRAWINGS. WHERE DISCREPANCIES OCCUR.THEY SHALL BE REQUIRED BY AHJ). NUMBERS SHALL BE OF A COLOR CONTRASTING with THEIR � L X X X REFERENCE NUMBER FOR FINISHES SYSTEMS,and FIRE ALARM SYSTEMS MUST BE SUBMITTED TO and APPROVED BY THE FIRE REPORTED TO ARCHITECT and ENGINEER FOR RESOLUTION,AS SOON AS POSSIBLE BACKGROUND, SUITE NUMBERS SHALL BE PROVIDED OVER EVERY EXTERIOR DOOR 07 (1) ^` V) (INSIDE OF SYMBOL) MARSHALL,BUILDING DEPARTMENT,FIRE SPRINKLER ENGINEER.ARCHITECT, and AFTER DISCOVERY. INTO A SUITE. , ) +— t V/ SHEET REFERENCE TENANT PRIOR TO INSTALLATION OF EQUIPMENT. 15. THIS PROJECT SHALL COMPLY with ALL ADA AND IBC CHAPTER T T (NEW ' (� 6. ALL DIMENSIONS TO FACE OF FINISH UNLESS OTHERWISE NOTED. CONCRETE/ CONSTRUCTION),AND CHAPTER 34(EXISTING BUILDINGS)FOR ACCESSIBILITY. WHERE ARCHITECT i— V7 INDICATION OF NO MASONRY DIMENSIONS ARE GIVEN TO FACE OF CONCRETEIMASONRY and/OR TO ADAPTED BY THE AHJ,COMPLY WITH THE INTERNATIONAL EXISTING BUILDING CODE j, 0 ROOM ELEVATION THE EDGE OF CONCRETE SLABS. ACCESSIBILITY REQUIREMENTS AS WELL. BENNER STANGE ASSOCIATES ARCHITECTS.INC. WHERE NO NUMBER 7. PROVIDE BLOCKING at ALL PLYWOOD and GYPSUM BOARD SHEATHING EDGES and 16. ONE SET OF THE APPROVED PLANS BEARING THE STAMPS OF THE JURISDICTION'S THE WATERMAN BUILDING r L- atBUTTED SHEET EDGES. REFER TO STRUCTIAAL FOR NAIUNG INFORMATION. BUILDING DIVISION MUST BE MAINTAINED ON THE PROJECT SITE THROUGHOUT ALL 80 SE MADISON ST..SURE 430 ` 1— CL REFERENCE NUMBER PHASES OF CONSTRUCTION and MUST BE MADE AVAILABLE TO BUILDING and FIRE PORTLAND.OREGON 97214 B. THE CONTRACTOR SHALL CONSULT PLANS OF ALL TRADES FOR ALL OPENINGS and INSPECTORS FOR REFERENCE DURING INSPECTION. TEL:(503)670-0234,XT 101 W ROUGH-OUTS THROUGH SLABS.WALLS,CEILINGS and ROOFS FOR DUCTS,PIPES, FAX:(503)670-0235 O = L_ ELEVATION REFERENCE CONDUITS.CABINETS and EQUIPMENT,and SHALL VERIFY SIZE and LOCATION BEFORE 17. ALL SIGNAGE INSTALLATIONS REQUIRE A SEPARATE PERMIT. CONTACT: Jeffrey Benner Z^1'' PROCEEDING with WORK. 18. VERIFY W/AHJ IF MECHANICAL/HVAC REQUIRE A SEPARATE PERMIT. E-MAIL: jbenner6b5aarah.Cam U W SHEET REFERENCE REFERENCE NUMBER CODE ANALYSIS - 2019 OREGON STRUCTURAL SPECIALTY CODE t4 i N BUILDINGSECTIONWALL SECTION Buildin 'C' PROJECT NARRATIVE SHEET REFERENCE OCCUPANCY GROUP: TENANTSPACE:Vanilla Shel,'B'(x'evious occupancy.no change) LANDLORD SHELL IMPROVEMENT: DEMO AND REMOVAL OF EXISTING WALL. CONSTRUCT VANILLA SHELL FOR FUTURE TENANT T.B.D. �1 0 r` REFERENCE ED AS BER ZONE CLASSIFICATION: 'C-G': COMMERCIAL GENERAL ZONE IW UNDER 1985 UBC/I9860SSC] e. J \,7 DETAIL REFERENCE ZONE CLASSIFICATION: 'C-G': COMMERCIAL-GENERAL ZONE SHEET REFERENCE DEMISEDFLOOR AREA: (GU's) SITE PLAN / LOCATION PLAN PROJECT NO. BUBWna'B'(label Bom original CD's): 22R -101 REFERENCE NUMBER SUITE'E1':'B' 1,030 SF Great CliSolon (N.I.C.- fisting) SUITE'G:'B' 1,430 SF Nall Satinart of.- rdSm ) DRAWN BY : SUITE'G.:'M' Vacant SheF 1,862 SF Foot Sol pan of Cardsman(N.LC.-ExBBng Vacant) TC X DETAIL REFERENCE SUITE'G':'M' 1,2000E Fool Solutions(N.LC.-6ds8ng) SUITE'H':'B' 1,260 SF Postal Connection(N.I.C.-Existing) CHECKED BY : SUITE')':'M' 1,200 SF Formerly GNC(THIS PERMIT SCOPE OF WORKI DETAIL AREA OFF,1B SUITE'K':'B' 2.6005E VanRlaShell fortnerryCleanen[THIS PERMIT SCOPE OFWORK] SW DURHAM ROAD SHEET REFERENCE COMMON UNOCCUPIED IRher/Hect): 84 SF (Assumed Accessory to all tenants) DATE TOTAL IST FLOOR AREA: 9,486 SF REFERENCE NUMBER02.16.2022 THIS PERMIT SCOPE OF WORK: NORTH REVISION : X X~REFERENCE TITLE PLAN,SCHEDULE.DETAIL, SUITE')' 1.200 SF '- SECTION,ELEVATION.AND SUITE'K' 1,400 SF SCALE: XXXX (BSA DETAIL NO.) DIAGRAM REFERENCES o O NEW BUITE'K'AREA: 2.600 SF ` REFERENCE SCALE NUMBER OF STORIES: I STORIES(EXISTING-NO CHANGE) ARCHITECTS DETAIL REF.NO. � I ROOM TIRE NUMBER OF OCCUPANTS: Q W SUITE W: To be determined under Tenant Improvement(Vanilla Shell). ROOM RESTROOMS REQUIRED/PROVIDED: y Q ROOM NUMBER ROOM NUMBER SUITE'K': I ADA Unlsex(Exlstingl HEIGHT ABOVE I Unkex(ExNBng) U fFINISH FLOOR x'-W"A.F.F. TABLE 601 FIRE RATING OF BUILDING ELEMENTS U RE ERENCE POINT ELEVATION Elerm RATING CONSTRUCTION TYPE NOTES PmM stlucWRllreme 0m RIB POINT,LINE,OR SURFACE See" Wel WORK _ N OF REFERENCE Edew2m RIB New; , INemm ON NIB , �j WINDOW STYLE:LETTER NonOe,.y Wells dPen . DESIGNATIONS,RE: FARmr ON NIB , .Nr A81 WINDOW NUMBER IrRenr ON 110 , DOOR TYPE: FI COWASM mmbs BM IIB , NUMBER RWcm96sec mere ON FIB X DESIGNATIONS. DOOR NUMBER Ness.naro*eNlGnw ws•m.nora�•oeeer<.neree maeWa. U v __ ^� ��� RE:A.5.1 SHEET KEY NOTES RE: ELEVATIONS SHEET OF ARCHITECTURE &PLANNING KEYED NOTES KEYNOTE BENNER SHEET KEYED NOTES, STA N G E AND MATERIAL FINISHES MATERIAL FINISH ASSOCIATES Y A R C H I T E C T S,INC. SHEET COLOR KEYTHE WATERMAN BUILDING HEIGHT ABOVE ABBREVIATIONS 80 SE MADISON STREET FINISH FLOOR SUITE 430 6 AT 0DIA DIAMETER FOM FACEOFMASONRY LAM LAMINATED REINF REINFORCED/REINFORCING TJ TROWEL JOINT/TOOL JOINT PORTLAND,OR 97214 R FETE ELEVATION DATUM AB ANCHORBOLT DBL DOUBLE FOS FACE OF STUD SHEATHING LAV LAVATORY REQ REQUIRED TOC TOP OF CONCRETE CURB 503-670-0234 ACOUST ACOUSTIC/ACCOUSTICAL DEPT DEPARTMENT RM ROOM TOD TOP OF DECK FAX 503-670-0235 INT.LINE,OR SURFACE ADJ ADJACENT DIM DIMENSION MFR MANUFACTURER R RADIUS TOF TOP OF FRAMING bsa®b5aarch.Com POINT, AFF ABOVE FINISHED FLOOR DISP DISPENSER GALV GALVANIZED MAS MASONRY RD RAIN DRAIN/ROOF DRAIN TOM TOP OF MASONRY OF ALUM ALUMINUM DN DOWN GA GAUGE MAT MATERIAL RD ROUGH OPENING TOP TOP OF PLATE COVER SHEET ANOD ANODIZED DR DOOR MAX MAXIMUM TOS TOP OF SHEATHING AND EXIT ® EMERGENCY EXIT SIGN APPROX APPROXIMATEIAPPROXIMATELY DWG DRAWING GEN GENERAL MECH MECHANICAL SCHED SCHEDULE TPD TOILET PAPER DISPENSER TS TUBE STEEL AUTO AUTOMATI: DSN ARCH RAL L DOWNSPOUT GYPBD GYPSUM MDETAIL GIL GLASS MEZZ MINMUME SHTT SHEET SECTION UBC UNIFORM BUILDING CODE CODE REVIEW REVISION NUMBER BD BOARD EA EACH GL GLUE LAMINATED BEAM MMISCELLANEOUS SHTG SHEATHING LINO UNLESS NOTED OTHERWISE MOO MASONRY OPENING SOFT SQUARE FEET PLAN CHANGE BLDG BUILDING ELECT ELECTRIC/ELECTRICAL HC HANDICAPPED MTL METAL SIM SIMILAR VEN VENEER AFTER BID BLKBLKG BLOCKING EVELEV ELEVATION SPEC SPECIFICATION VERT VERTICAL BOT BOTTOM EQUIP EQUIPMENT HDR HEADER NOM NOMINAL STD STANDARD VCT VINYL COMPOSITION TILE BUILDING NUMBER BO BOTTOM OF EQ EQUAL HORIZ HORIZONTAL NO NUMBER STL STEEL EXIST EXISTING HR HOUR NIC NOT IN CONTRACT STOR STORAGE W WITH SERIES rU CENTERLINE EXT EXTERIOR HT HEIGHT STRUCT STRUCTURAL WD WOOD C CLG COILING EJ EXPANSION JOINT HS HOSEBIBB OPG OPENING SUSP SUSPENDED WP WATERPROOF y1U CUR CLEAR EW EACHWAY HM HOLLOWMETAL OPP OPPOSITE SYS SYSTEM WC WATER CLOSET A COL COLUMN HVAC HEATING VENTILATION AND OC ON CENTER Sc SOLD CORE WH WATER HEATER SHEET REFERENCE CONIC CONCRETE FFE FINISH FLOOR ELEVATION AIR CONDITIONING OD OVERFLOW DRAIN SM SHEET METAL A • CONST CONSTRUCTION FIN FINISH CONT CONTINUOUS FF FINISH FLOOR INSUL INSULATION TEMP TEMPERED CI CAST IRON FLIT FLOOR INT INTERIOR PLYWD PLYWOOD THK THICK SHEET CJ CONTROL JOINT FTG FOOTING PB PARTICLE BOARD TYP TYPICAL PT PRESSURE TREATED CMU CONCRETE MASONRY UNIT FEC EIRE EXTINGUISHER CABINET JT JOINT p7p PAPER TOWEL DISPENSER TG TONGUE AND GROOVE DISCIPLINE POP FACE OF FINISH mmm�mProM•A�m-rRnyve bwv p,aYrenGi�W sUx.rPl m.o Howr�s--R YlR/mm f.nwnm ANY REPRODUCTION AND/OR MODIFICATION NPINY FORM OF THIS DOCUMENT IS PROHIBITED WITHOUT THE WRmEN PERMISSON OF SENNER STANGE ASSOCIATES ARCHITECT5.INC, lED `tor ] v`y JrF EY B NNERn, RTT.AND,OR V0 OF Oq_ Tigard Towne Square Parking Tabulation-Minor Modification January 2022 SW DURHAM ROAD +� Use-Category Square Footage MlrBmum Parkiry per lAW SIF Gross Parking RegWretl Percentage RegWred Nes Parking Regulred Sales-Oriented Retail 99,186 S.F. 3A/I,DDOS.F. 297.558 1006 297.558 IndoorEmertainment 61,703 S.F. 43/1,000 S.F. 265.3229 85% 225.524 - N Fast Food Eating&Drinking Establishments 32,7905.F. ]A/1,000 S.F. 89.53 70% 62.671 - c4 Personal Semites(bank w/tlrNe-thru) 6,985 S.F. 3.0/1,000 S.F. 20.955 60% 12.573 Eating&Drinking Establishments 5,424 S.F. 9.0/1,000 S.F. 48.816 60% 29.290 01 Medical Office 3,292 S.F, 3.9/1,000 S.F. 12.7998 60% 7.680 C: Repair-Oriented Retail 1,100 S.F. 3.3/1D00S.F. 3.96 60% 2.376 Personal Services 2,807 S.F. 2.5/1,000 S.F. 7.0175 60% 4.211 1 Total Area 193,377 S.F. Net Parking Ttl 641.882 kp BA a ' `J Required Parking 642 y7PEeF Parking Provided 920 OF THE a, O WEST CHASE I L /0 -p call I BANK ��� D ~ } 07 . L CDONALD Tigard Towne Square Tenant List _ - ,^ + Suite Tenant Am(Approx GLA)Use Category 4+ I Y2 Tuesday Morning 8,000 S.F.Sales-Oriented Retail LU N LL Y Dollar Tree 15,041 S.F.Sales-Oriented Retail s Major Marshalls 31,896 S.F.Sales-Oriented Retail �( Parry Mart 5,048 S.F.Sales-Oriented Retail ` C: L W2 Vaunt(Taekwondo) 1,774 S.F.Indoor Entertainment C Wl Dog5pa 1,200 S.F.Repair-Oriented Retail T Subway 1,400 S.F.Eating&Drinking Establishments ® ° M S1 Dotty's 1,400 S.F.Eating&Drinking Establishments S2 Vacant(formerly Blockbuster) 2,061 S.F.Sales-Oriented Retail Rtr y y y S Gentle Dental 3,282 S.F.Medical Office -.. " N QI ZZ Below 960 S.F.Fast Food Eating&Drinking Establishments � y y r y a y I > V Ol Vacant(former Starbucks) 1,379 S.F.Last Food Eating&Drinking Establishments //T . I o >N ; } 0 T-Mobile 1,125 S.F.Sales-Oriented Retail t•J ° •- e NMajor Planet Fitness 25.5WS.F.Indoor Entertainment x -- -- - Major Vacant 25,076S.F.Indoor Entertainment USWC Taekwermtcambined this ,11100.I perme i esr V 9 5 v 9 9 e� pit) 2,600 S.F.Indoor Entertainment .0 0 H Postal Connection S.F.Sales-Oriented Retail '120' o ��' - � _ a� G Foot Solutions 1,200 S.F.Sales-Oriented Retail •/ I �. _ (n GI Nail Salon 1,495 S.F.Personal Services(bank w/drive-thru) G2 Eliminated? '140' / 'B' I• F Vacant 1,757 S.F.Personal ServicePROJECT NO. s 'K' 'H' 'G' 'Gl' 'El' I ACE 22R E1 Great Clips 1,050 S.F.Personal Services 2 MAJOR Major Rite Aid 21,322 S.F.Sales-Oriented Retail ,160, 'lg 71 I MAJOR a MAJOR I 'A' DRAWN BY : B Ace Hardware 10,135 S.F.Sales-OrIndoor Entertainmed ment 0 S PLANET FITNESS VACANT .�. ,E, Tc A Anytime Fitness 6,753 S.F.Indoor Entertainment o I - Pad Chase Bank 3,390 S.F.Personal services(bank w/drive-thru) I I'1 _ RITE AID � CHECKED BY : Pad Bank of the West 2,100 S.F.Personal Semites(bank w/drive-thril I TFF,JB Pad McDonalds 5,0005.F.Fast Food Eating&Drinking Establishments '52• DATE : 100 Panda Express 2,090 S.F.Fast food Eating&Drinking Establishments e o I P 7 120 Little Caesars 1,196 S.F.Fast Food Eating&Drinking Establishments r r 02.762044 140 Vacant(formerly House of Bread) 2,098 S.F.Sales-Oriented Retail r I $1 ; ( REVISION : 160 Biscuits Caff 2,624 S.F.Eating&Drinking Establishments ,T, o Pad Z3 Starbuck's 2,166 S.F.Fast Food Eating&Drinking Establishmentsz➢'wv --- 191,3"S.F. e rt 'Wil a P I W2' PARTY MART reel t F r MAJOR U �� _ MARSHALLS0. e ' BSAA / ARCHrrECTURE &PLANNING BENNER ® HOMESTEAD Y. STANGE BANK ASSOCIATES :•_ ARCHITECTS,INC. b I THE WATERMAN BUILDING ,T,2, 80 SE MADISONU TEREET 430 PORTLAND,OR 97214 _ E 503-670-0234 FAX 503-670-0235 --- - - - _. bso@bsaarch.com SITE PLAN �- - ONEYENCE NORTH 0 w' ISO, SITE PLAN REFERENCE ONLY SCALE =�-DM 60 30' eV@2an wel.e1,.10i veva raa.Hwu ANY REPRODUCTION ANO/OR MODIFICATION IN ANY FORM OF THIS DOCUMENT IS PROHIBITED WITHOUT THE WRmEN PERMISSION OF BENNER STANGE ASSOCIATES ARCHITECTS.INC. DEMO PLAN NOTES FLOOR PLAN NOTES KEYNOTES - FLOOR PLAN SHEET LEGENDqg�f�� 1. (D)-DEMO,REMOVE 1. E =EXISTING; (N)=NEW. ( 1 6. RESTROOM FINISHES: 6.1. FLOOR-SHEET VINYL W1 INTEGRAL COVE O IEI CONCRETE SLAB.[SEE FLOOR PLAN NOTE 84.1) 0 IEI STOREFRONT WMEYB NERC2. REMOVE AND CAP ALL THRU-SLAB IE)2x4 LIGHT FIXTURE 2. DIMENSIONS ARE TO FACE OF FINISHED WALL. BASE. 2 (E)ELEC RICA PANELS N)SUPPLY 8 RE URN DUCT LOCAT ONS D,OR OPLUMBING,ELECTRICAL, ETC.NOT 6.2. WALLS-48"HIGH FRP WAINSCOT, O O (N)2x4 LIGHT FIXTURE E0 SCHEDULED TO REMAIN. 3. FINISHED DRYWALL TO RECEIVE LEVEL 4 FINISH, SEMI-GLOSS WHITE PAINT ABOVE. O (E)2 FT.x4FT. SUSPENDED GRID CEILING SYSTEM 12 IEI ADA UNISEX RESTROOM A O P p4 PAINT WHERE SPEC'D SHALL BE 1 COAT LATEX 6.3. CEILING-PAINTED DRYWALL,SEMI-GLOSS b (E)WALL MOUNT 3. REMOVE ALL EXISTING FLOOR FINISHES, PRIMER;2 COATS LATEX ENAMEL. TOTAL DRY WHITE PAINT. Q (N)2 F.x 4 F. SUSPENDED GRID CEILING SYSTEM,MATCH EXISTING 13 IN)LIGHT FIXTURE/FAN GLUES, ETC. PATCH/REPAIR ALL FILM 4.0 MILS. o IE)RECESSED DAMAGED/DISFIGURED CONCRETE O (E)GYP.BOARD CEILING.(SEE PLAN NOTE k6) 14 (E)UNISEX RESTROOM 4— SURFACES. SURFACES. PATCH SLAB WHERE FLOOR 4. MAIN SHELL FINISHES: MOUNTS FROM EQUIPMENT ARE REMOVED. 4.1. FLOOR-DRY,CLEAN EXISTING CONCRETE O (E)WALL.SEE LANDLORD'S WORK SPECIFICATION FOR FINISHES is (E)COLUMN ❑ (E)FAN/LIGHT SLAB (PATCHED WHERE REQUIRED), READY O7 (E)FLOORING ® (E)EXIT LIGHT CN 4. PATCH/REPAIR ALL DRYWALL INCLUDING TO RECEIVE TENANT'S FINISHES (UNKNOWN). a DEMO AREA WHERE DISFIGURED AND 4.2. WALLS-CLEAN,CONSISTENT TEXTURED O IN)FLOORING(TO MATCH EXISTING)(SEE FLOOR PLAN NOTE N6) m (EI SPRINKLER DAMAGED. NEW/REPAIRED/EXISTING DRYWALL WITH O9 IEI SUPPLYb RETURN DUCT LOCATIONS O EGGSHELL WHITE PAINT. 0 (E)RECEPTACLE 0) 5. REPAIR/PREP EXISTING TRACKS/CEILING TILES 4.3. CEILING-OPEN TO DECK WITH OPEN > 2 TO RECEIVE NEW ADJACENT TILES. SUSPENDED (N)CEILING GRID. a (E)ELEC.PANEL O Q (E)STOREFRONT ENTRANCE DOOR,INSTALL NEW SIGN: 'THIS DOOR TO REMAIN UNLOCKED IE)SUPPLY L L IEI DOOR TO WHEN THIS SPACE IS OCCUPIED'IN SS(S..ILLL VJ REMAIN I INCH LETTERS ON CONTRASTING NEW EXISTING IE)RETURN •� BACKGROUND CEILING GRIDS CEILING GRIDS H (D)EXIT UGHT 5 } O O IEI GYP.CEILING � L O IMI SPRINKLER .}� II II W (EI ® to (N)SUPPLY 10 /nI�1 s 10 W 0 - (N)RETURN L_ O © vX/ ® vX L Q 0 3 � U IN IN] P TRECPREP/ EPAIR II � ' CEILING PLAN NOTES 11 TO GRIDS W P Co RIG aRms � U N IDI B'TEMP S41�IF LIGHT-CONNECTED 3 4.- TO (E)3-WAt uGHTSWITCH \ / ; \ / 1. (E) =EXISTING; (N) =NEW; (M)=MODIFIED. •– BY MAIN ENTkt ,NCE AND REAR EXIT I (NI X 2. SEE DETAILS ON A3.1 FOR SUSPENDED CEILING DETAILING Ol O( iO � •— g 14 u 6 ( 4 --- 3 SPRINKLER LAYOUT I S SUBJECT TO AND FINAL DESIGN H AND LAYOUT ALM BE N THE RESPONSIBILITY OF THE DESIGN-BUILD PROJECT NO. II X X CONTRACTOR. 22-101 (E)CMU WALL (N)SUSPENDED 4. HVAC MODIFY AS NECESSARY PER NEW DRAWN BY (ADJACENT BUILDING) CEILING GRID 11 INSTALL ATS AME CEILING GRID LAYOUT.T.I.TO MODIFY THE Tc �9 a'-m"A.PF. LAYOUT AS NEEDED. CHECKED BY : HEIGHT AS EXISTING III IEI D W DEMISING.METAL GRID I STUD WALL-V.I.F.THAT O O F/X TEF,JB WALL EXTENDS TO ROOF DATE : DECK AND ALLX (N)IEI EXTERIOR METAL PENETRATIONS AND JOINTS 02.16.2022 STUD WALL. ARE FIRE SEALED II IDI EXISTING N ! REVISION : DEMISING WALL X /X \ o of © - ''a �1c�rwoR►c Tw� tJ 3 - ,p FINAL LIGHTING 11 _ _ P �X(S �V r� LAYOUT BY TENANT �.J x 4/ X\ X\ PLA cT Dry 1 PATCH/ EP/REPAIR (D)&TEMP STRIP LIGHT-CONNECTED iCj ITEC E N p TO (E)3-WAY LIGHT SWITCH GFIIUG RIDS BY MAIN EN1grNCE AND REAR EXIT J FINAL HVAC LAYOUT f AND MODIFICATIONS O O I© \ / '© \ / ( � P-6 T1.cf2 iJ BY TENANT X X _. R e e EXISTING PATCH/REPAIR WALL B S/A TO REMAIN 12 (SEE PLAN NOTE N4.1) 11 ARCHITECTURE &PLANNING -- \ ---- EXISTING EXISTING P t-F E)DOOR&FRAMETENANT TENANT BENNER ------- -- ; O N) 3 xSTANGE ASSOCIATES \ I I (E)ELECTRICAL PANEL 1- �- 3 ARCHITECTS,INC. 1/ (E)DOOR&I I I THE WATERMAN BUILDING y 7 FRAME I I y r B O / \ / "� X :s'-1D"A.F.F. 80 SE MADISON STREET – IEI CONCRETE /Zl� %•� / \ ® SUITE 430 < I i II WALL !!! / O E PORTLAN 03OR 97214-670-0234 t –– –– FAX 503-670-0235 \_----------------/ O bsa@bsaarch.com (E)ELECTRICAL PANEL (E)FINISHED CEILING 5 •A. . . DEMO, 1.ANSI Al 17.1.2007 CLEARANCES 30/.3(a):: WO CIRCULAR TURNING SPACE TRATED IN FLOOR FLOOR AND (El SHARED 2. 305.3:30'X48"CLEAR AT LAV AND BEYOND DOOR ARC (E)SD FIRE RISER 8 3. 404.2.3.2(f): 54"X60" RISERHARE ®DOOR: FIREHARE& REFLECTED ELECT.ROOMS 4. 604.3: 60'X 56'0 WATER CLOSET. ELECT.ROOMS CEILING PLANS NORTH NORTH NORTH n. 1 SCALE:DEMO PLAN 2 FLOOR PLAN 3 REFLECTED CEILING PLAN �I^ 2 I 1 - --- -0- SCALE: 3/76.._I t" e�aae.e pel.•e�u�mr re..,,.,.,ve.wmYw inss-IPI axl 1pbvl e~R YIUALf'.vi..w, ANY REPROOUCIION AND/OR MODIFICATION IN ANY PORN OF M6 DOCUM@R 4 PROHIBITED WITHOUT THE WHEN PERMISSION OF BENNER STANGE ASSOCIATES ARCHITECTS,INC. PARALLEL TO MAN Ie45o WALL ELEC.CONDUIT RUNNER TIE 12 GA TUBE TO BE TIGHT TO ,SERA ARr WIRE(TYP.) GRID and STRUCTURE 5 HEN INSTALL BOLT TO V� NE TUBE TO THE OTHER EY B NNER. 0 M6SCREWS RTLAND,OR O 8"MAX PARALLEL PERIMETER WIRES CROSS TIE TO ttP. 9TA pREG AT ALL EDGES �'v O F /4'MIN ..TYP. SUSPENDED ,gyp, 2N'� •,,S } 1 CEILING GRID �a VgR"' ANGLE •+ 'e 'w C4 7MIN CEIl1NG TILES B � •,Y ONE END OF GRID TO BE ATTACHED CLOSURE ANGLE TO CLOSURE ANGLE AT EACH OF TWO CA NOTE. 7 ADJACENT WALIS.OPPOSITE END OF C PROVIDE LATERAL BRACING IN CONFORMANCE TO THE 2XK3 IBC and '•y GRID N EACH HORIZONTAL Q ALL APPLICABLE CODES DIRECTIONS SHALL REST UPON THE WALL.SEE FLOOR PLAN and "ATTACHED• •''B CLOSURE ANGLE W/%'CLEARANCE STANDARDS METAL SUSPENSION SYSTEMS FOR ACOUSTICAL TILE and O O FOR LAY4N PANEL CEILINGS(COMPRESSION STRUT) SECTION 25.212.3 LATERAL FORCE BRACING..... -O N A STRUT FASTENED TO THE MAIN RUNNER SHALL BE EXTENDED TO AND SUSPENDED CEILING FASTENED TO THE STRUCTURAL MEMBERS SUPPORTING THE ROOF OR SUSPENDED CLG. SEISMIC CONNECTION FLOOR ABOVE. THE FOLLOWING IS TO BE CONSIDERED WHEN COMPLYING WITH THE ABOVE UNATTACHED END OF GRID D 7 SCALE. I/4'=1'-0" SECTION, L SCALE: N.T.S. SUSP CLG 06.' wg Y ` 1. IN A STRUCTURE WHERE THE ROOF SYSTEM IS COMPOSED OF BEAMS.PURUNS,AND SUB-0URUNS,THE 2X4 SUB-PURUNS ARE AT LIGHT FB(NRES: (� } V/ NOT TO BE CONSIDERED AS STRUCTURAL MEMBERS SUPPORT- ATTACH NO.12 GAUGE • c D ING THE ROOF. HANGER WIRE WHICH SHALL N 2. THE STRUT SHALL BE VERTICAL,AND SHALL NOT HANG MORE BE ATTACHED TO THE GRID THAN 1 IN 6 OUT OF PLUMB. MEMBER WITHIN 3"OF EACH O 3. STRUTS SHALL BE DESIGNED IN ACCORDANCE WITH GRAPIER 22 CORNER OF EACH OF THE 1997 UNIFORM BUILDING CODE. FIXTURE,ttP. ` IN UEU OF A DESIGN.THE FOLLOWING STRUT TYPES AND LENGTH ARE J k Q. ACCEPTABLE TO THIS JURISDICTION: /1 6) LIGHT O _ ` PIPING: ELECTRICAL METALLIC TUBING FIXTURE A� I/7-------- to3'-10" W 3/4----- -- to 51-7 U N to C-V to 11.41 4- -------- to 9'-10• EACH LIGHT FIXTURE TO L CONDUIT CAN BE FLATTENED AT THE ENDS AND CONNECTED TO THE HAVE 2 NO.12 GAUGE /�A�L/�� .0 T-BAR MAIN RUNNER WITH I-B IO SHEET METAL SCREW AND TO THE HANGER WIRES STRUCTURAL ROOF/FLOOR MEMBER WITH 2-R 10 WOOD SCREWS.OTHER ATTACH at OPPOSITE CONNECTIONS ARE ACCEPTABLE,BUT SHOULD FIRST BE SUBMITTED TO CORNERS,FROM THE B� Q p�THE BUILDING DEPARTMENT FOR REVIEW. FIXTURE HOUSING TO THE CV USTRUCTURE ABOVE ONE `O at SUSPENDED CEILING NOTES: EACH V) END,ttP. � Yah- �/! I. HORIZONTAL RESTRAINTS SHALL BE EFFECTED BY FOUR NO.12 GAGE WIRES SECURED TO THE MAIN PROJECT NO. RUNNER WITHIN 21NCHES OF THE CROSS RUNNER INTERSECTION AND SPLAYED 90 DEGREES FROM EACH OTHER ATN ANGLE NOT EXCEEDING 45 DEGREES FROM THE PLANE OF THE CEILING.USE 22-101 12 GAUGE STEEL,SOFT ANNEALED.GALVANIZED, MILD STEEL WIRE SECURED TO THE MAIN DRAWN BY : RUNNER AT 4 FEET ON CENTER ALONG EACH MAIN RUNNER.WITH EACH VERTICAL WIRE ATTACHED TO THE CEILING SUSPENSION MEMBER AND TO THE SUPPORT ABOVE WITH A MINIMUM SUSPENDED TC OF THREE TURNS. SUSPSIONIN 6 CO NTERSLO INGWRESARRE RIOVIDED..LWIRES SHALL NOT ATTACHNOT HANG MORE THANiTOORBE DFAROUNDNLESS CEILING at LIGHT CHECKED BY : INTERFERING MATERIAL OR EQUIPMENT, A TRAPEZE OR EQUIVALENT DEVICE SHALL BE USED WHRE 1 L / SCALE: 3"=I'-0' (SUSP CLG 02.dwg) TFF,A OBSTRUCTIONS PRECLUDE DIRECT SUSPENSION,TRAPEZE SUSPENSIONS SHALL BE A MINIMUM OB \J BACK-TO-BACK 1-1/4 INCH COLD ROLLED CHANNELS FOR SPANS EXCEEDING 48 INCHES. DATE : 2. A STRUT FASTENED TO THE MAIN RUNNER SHALL BE EXTENDED TO AND FASTENED TO THE STRUCTURAL MEMBERS SUPPORTING THE ROOF AND OR FLOOR ABOVE.THE STRUT SHALL BE 02.16.2022 ADEQUATE TO RESIST THE VERTICAL COMPONENT INDUCED BY THE BRACING WIRES. THESE REVISION : HORIZONTAL RESTRAINT POINTS SHALL BE PLACED NO MORE THAN 12'-0'O.C.IN BOTH DIRECTIONS,WITH THE FIRST POINT WITHIN 6'-0•FROM EACH WALL ATTACHMENT OF THE RESTRAINT SEISMIC EXPANSION SEPARATION JOINTS WIRES TO THE STRUCTURE ABOVE SHALL BE ADEQUATE FOR THE LOAD IMPOSED. ARE REQUIRED AT CEILING TRIBUTARY 3. LATERAL FORCE BRACING MEMBERS TO BE SPACED A MIN.Of 61NCHES FROM ALL HORIZONTAL AREAS NO GREATER THAN 2500 S.F. PIPING OR DUCT WORK THAT IS NOT PROVIDED WITH BRACING RESTRAINTS FOR HORIZONTAL MAX.U.N.O. FORCES. BRACING WIRES SHALL BE ATTACHED TO THE GRID AND THE STRUCTURE IN SUCH MANNER THAT THEY CAN SUPPORT A DESIGN LOAD OF NOT LESS THAN 200 POUNDS,OR THE ACTUAL LOAD,WHICHEVER IS GREATER,WITH A SAFETY FACTOR OF 2. 4. COMPRESSION STRUTS MUST BE PLACED WITHIN 21NCHES OF THE 4 SPLAYED WIRES. FOR STRUTS UP Y 7' Y 7 Y T TO 4'-0•IN LENGTH USE 1/7 DIA.E.M.T.THIN WALL CONDUIT. FOR STRUTS 4-0-TO 6'-0"IN LENGTH ' USE 3/4 INCE DIA,E.M.T.THIN WALL CONDUIT,PROVIDE PERIMETER WIRES 81NCHES OUT FROM THE 'ITYI WALL. 7 S. METAL SUSPENSION SYSTEM FOR ACOUSTICAL TILE AND LAY-IN PANEL CEILINGS SHALL CONFORM TO THE CURRENT REQUIREMENTS OF ASTM C635 FOR INTERMEDIATE DUTY SYSTEMS. 6. INSTALLATION OF METAL CEILING SUSPENSION SYSTEM FOR ACOUSTICAL TILE AND LAY-IN PANELS ©EXPANSION JOINT SHALL CONFORM TO THE CURRENT REQUIREMENT OF ASTM C636. 7. GRIDS MUST BE ATTACHED TO TWO ADJACENT WALLS. OPPOSITE WALLS MUST HAVE 3/4' CLEARANCE. SEE CEILING END WALL DETAILS THIS SHEET. NO.12 GA,VERTICAL WIRE HANGER. B. HEAVY-DUTY GRID SYSTEM IHEAVY DUTY:XL7328,XL8323,XL7342 OR X(8340). TURN CEILING GRID LEVEL PRIOR TO MANUFACTURED STRUTS: SETTING TUBE MANUFACTURED STRUTS MAY BE ACCEPTABLE IF USTED BY AN APPROVED TESTING AGENCY OR VERTICAL COMPRESSION STRUT ENGINEERING IS SUBMITTED TO THE BUILDING DEPARTMENT FOR REVIEW.THIS JURISDICTION IS UNDERSIDE OF FLOOR OR LOCATED 6'-0"MAX.FROM WALLS 8 ACCEPTING USG INTERIORS VSA 24,VSA 47,VSA 713.AND VSA 1315 MANUFACTURED STRUTS AS LONG ROOF STRUCTURE ABOVE 12'-LY'O.C. EA.WAY MAX.(FIELD) AS THEY ARE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. I NOTE:BRACING LESS THAT 17'BETWEEN R CEILING GRID AND STRUCTURE NOT B SAA REQUIRED SEISMIC BRACING DETAIL 90 MAX TYP AREAS GREATER THAN 144SF)SPLAYED BRACING WIRES RED AT ARCHITECTURE &PLANNING SCALE: 6"=1'-0"(HALF) (SEISMIC BRACING O1.tIWg) BENNER INDEPENDENT STAN G E CADY SUPPORT MAIN RUNNER ASSOCIATES CLIP®EACH 4S.MAX.ttp A RC HITECTS,INC. LIGHT FIXTURE R CONNECTION CROSS TEE THE WATERMAN BUILDING Y6 SCREWS &O SE MADISON STREET SUITE 430 'e PORTLAND,OR 97214 503-670-0234 M ATTACH STRUTS TO CEILING RUNNER FAX 503-670-0235 e'•' ® AXONOMETRIC AND STRUCTURE ABOVE bSa@bSOOFOh.001T A7 WA NGLE REFLECTED CEILILNG PLAN STABLRER BAR VERTICAL COMPRESSION STRUTS DETAILS 1. 1'-0"70 5-10"USE 1/7 DIAMETER CONDUIT(EMT) 2 ONE END OF GRID TO BE ATTACHED 2 5'-1(•TO T-0•USE 3/4•DIAMETER CONDUIT IEMT) 3. 7*4"TO 9'-9-USE 1- DIAMETER CONDUIT(EMT) TO CLOSURE ANGLE AT EACH OF TWO 4. 9'-9"TO 17-0•USE SINGLE 162S12S37 METAL STUD(1S/8'X 21 GAUGE) GRID IN EACHIN HHORIZONTALONTAL "Ll NEW �•.� I WALLS.OPPOSITE END OF S. 12'47 TO 15'-0•USE BACK TO BACK 162512533 METAL STUDS 1-51W X 21 GA) GR DIRECTIONS SHALL REST UPON THE 6. ALT:13-'6'USE SINGLE 2505125-33 METAL SND(2-1/2"X 2D GAUGE) CLOSURE ANGLE W/-/Z CLEARANCE 7. ALT:15-7 USE BACK TO BACK 250512533 METAL STUDS 12-1/7 X 20 GAUGE) NOTE: PERSCRIPTIVE DESIGN PER ASTM C 6351 IBC 125/02) A3 . 1 SUSPENDED CLG. SUSPENDED ATTACHED END OF GRID �,�CEILING LATERAL BRACING O SCALE: N.i.S. SUSP CLG 07.dwg F SCALE I1/2'=1'-0• (SUSP CLG 05.dwg) e\ID1Rewpe^ee�E.lRt paa pm�pbYvaMNOMR?lol aq.i Ibl�l•w LILRM3f1116AM ANY REPRODUCTKxI AID/OR MODIFICATION N ANY FORM OF THE oOCUMEM 5 PROHEM WIDgUT NE wRRTFN PERMISSION OF BENNER STANCE ASSOCIATES ARCHI ,INC.