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Plans (8) M EC2018 -00549 RECEIVED JUL 18 2018 OF I BUIL ING D V SCION FLOOR PLAN NOTES 1, ALL DIMENSIONS AND GRIDS ARE TO FACE OF STUD AND EDGE OF ROUGH OPENING UNLESS OTHERWISE NOTED. 2. FOR ARCHITECTURAL ABSREVfAMNS&SYMBOL LEGEND SEE SHEET A0.01. 3. FOR CONSTRUCTION ASSEMBLY DESCRIPTIONS SEE �'.s:". SHEET A1.01. 4, SEE BUILDING PLANS FOR TYPE A OR B ICGANSt � , Architects, ACCESSIBLE DWELLING UNITS. Inc 5. SEE UNIT PLANS FOR TYPICAL UNIT FLOOR &O8 SW 3rd Ave, Suite 3Ga DIMENSIONS,TYPICAL NOTES,AND WALL ASSEMBLIES. Portland, OR 97244 6, SEE STAIR SHEETS FOR STAIR DSIENSIONS AND Phone 503.287.6825 OTHER STAIR INFORMATION. 1=3X 503.415.2304 7. UNLESS OTHERWISE NOTED ALL MECHANICAL DUCTS AT FIRST AND SECOND FLOORICEILING ASSEMBLIES SHALL RUN UNDER 1•HR FLOORICEILING ASSEMBLY. S. MAINTAIN WALL AND FLOORICEW NG ASSEMBLY RATING AT ALL TUBISHOWERS. 9. SEE SHEET A1.11 FOR ROOM FINISH SCHEDULE AND FOR DOOR AND WINDOW TYPESANDSCHEOULES. River Terrace East 10. SEE DETAILS 131A8.11 AND 14/A8.11 FOR WALL DETAILS AT I-HA3.Oi 11. SIDEWALKSOAND PATHOS SHALL SLOPE AS SHOWN ON PLANS.WARP CONCRETE AT WALLS AND COLUWNS AS SHOWN TO FORCE WATER TO MIGRA 1 Zi AWAY FROM AND AROUND WITHOUT EXCEEDING TE 1.5%MA7GMUMSLOPE, SW Roy Rogers Rd. 12. SEE 191A&11FOR FIRE EXTINGUISHER CABINET Tigard, �R 722 DETAIL COORDINATE-LOCATION WITH FIRE g MARSHALL AND PROVIDE UL-RATED TYPE ABC FIRE ' EXTINGUISHER WITH 10 POUND NOMINAL CAPACITY 1 I AND AMMONIUM P140SPHATE-BASED DRY CHEMICAL IN MANUFACTURER'S STANDARD ENAMELED ( CONTAINER If{ 13. FOR MECHANICAL SYSTEMS S EQUIPMENT SEE MECHANICAL DESIGNBUILDING DRAWINGS, 14, FOR ELECTRfM LIGHTING 8 EQUIPMENT SEE 1 ELECTRICAL DESIGN/BUILDING DRAWINGS. 15, FOR FIRE SPRINKLERS SEE FIRE SPRINKLER T DESIGNBUILOSNG DRAWINGS AS APPROVED BY FIRE MARSHAL. 16, OPERABLE PARTS OF LIGHTING,ENVIRONMENTAL, SECURITY CONTROLS AND ELECTRICAL 1 3 2 1 I RECEPTACLES SHALL BE MOUNgED BETWEEN 17, 7 AR.Ot A8.06 1.4,02 3 1 AND 48'ABOVE FINISHED FLOOR AND ELECTRICAL - - - - - - y - - - - - - _ - - - L - - - PANL•LSTO$ELOCATEDORHWREACHRANGE Of West Hills AB.06 A4.71 A4.12 46'ABOVE BE LOC FLOOR TO HIGHEST CONTROL AT GROUND FLOOR UNITS. 17. FOR FLOOR ELEVATIONS SEE SITE DEVELOPMENT r-- , r-- 1 18. SEWWDEGAT IILLSStA8,11AND 101ASAI FOR Development _________ I J 1 L____________J -- . ____-___-_-_ r I"- z f""'--""--i �'..•. F bA.AT10N REGARDING JJfaCT10H BOX ------------- L----------------- __ INFORMATION 735 SW 158th Ave„ ------------ r----- -J `-------- ; `"`- _ TOP OF SLOPE PLACEMENT'AND DETAIL II/A8 11 121A8 11 FOR ------------- -.� � ___- - __--_-._. 1 � -� PLUMBING G PENETRA71ON5 FOR ONE AND TWO 623Y@ftOn, OR 3700& n n a o a o n o a o a o o n a o U .BIN ;q W HOUR RATED WALLS. CRAWL SPACE EXHAUST :,� EXHAUST 13 iv 19. S£E 11Ae,tt FOR TYPICAL INTERIORWOOD DOOR FAN is ¢ -, %i FRAME DETAIL. AND HINGE JAMS DIMENSION.WOOD FRAME ti FAN C tiR�VLSPAC� � 20. SEE ELEVATIONS FOR ALL UNIT VENT LOCATIONS. a•=- ` INSL .ATEO s - •a - r_ ,. > 4 SHEAR WALLS a [']a " . rt ., . - .. - . .. . _ �. .<. . . .. .. . . .. . . . . +. ,. ,. _ _ " .. m ! MECH DES1GNBi11'-.D TO COORDINATE LOCATIONS OF SEE STRUCT. PUWS ANO ELEVATIONS. RLI.STANDARD VENTS 70 aCCEss u�. INsu1.ATE4VENTS AND SOFFITS Vil LOCATIONS SHOWN aN x :n.- x x CONCRETE PONY 'z OWGS,TYP = z ACCESS w �;, N73 28 rn PANELN WALL W!FRA,YlED w a3 PANEL = O S tBIOTTOM OF SLOPE BE GREATER THAN 3'-0'FROM ALL OPERABLE 24"X30" 26 rn ZS 24'X 30' NN OPENINGS. ALL GARAGE EXHAUST VENTS SHALL B£ WALL ABOVE,rrP. 4 S 1'- i GREATER THAN 10'-0'FROM ALL OPERABLE 10'-7112' 12-10112' 11'-87/2' IT-3172' IT 3' 15'-t' 11'-2' 10'-r 11'-r 15-3' t° OPENINGS. RETAINING WALL STORAGE STORAGE STORAGE OSTOPAGE STORAGE 570RAGE STORAGE STORAGE 21. CRAWL SPACES SOIL SURFACES SHALL BE S RAGESTORAGE 26 COVERED WITH SOtL-GAS RETARDER MEMBRANE SEE CIVIL (MINN.6 MIL POLYETHYLENE)AS PART OF A COMPLETE L io - 4 4 4 4 4 A." 4 4B A I RADON GAS MITIGATION SYSTEM. CORRIDOR -F - - _ �- - - - - - - - -- - - - - t_' CORRIflOR �7 22. CRAWL SPACE VENTILATION SYSTEM IS BY OTHERSI WW 7=L - 5'-0' 4'-r S-G 5-6' (_ 5'-6' 3'-10' 3'-E _ 4'-0' G-6' - - -- -- -` -- - _ N W L DESIGN BUILD AND SHALL BE PERfAfTTED UNDER A 'o �,y, 7 T 7 a o In DEFERRED SUBMITTAL rn At •�y 1 1 CORRID 1 7_ _22 `a'I't 7 I (. N ;n e� 23. SEE DETAIL 7tA8.12&IVA8.12 FOR GARAGE OPENER CORRIDOR �'' Y V �I v V - - 1 �"¢' CORRIDOR INFORMATION W ALL - -- - -jy 24. SEE DETAIL 5JA8.12 FOR NONRATED WALL O `L., - b IN7ER5ECTK)N WITH7HR FLOORtCE0.fNG ABOVE. f- U7q a I (t 1 1 1A E I DS _ Y 2 a3.ot A3.02 t 22 UNIT T 2.3 - B I 1� 1 ( 3 ) W N GR)tI14f 9m I 5 2 UNIT 2.2 - B UNIT 1.3-B A4.11 UNIT 1.4-B I 3Po"W" UK 5 A4.11 i 71 At± n V[' � � I �tjN DS 1 1 Q 1 0 STAIR ( Q 1 4 1 1 7N - OS 3 3 3 OS 3 3 i�3 DS 3 3 DS I 3 3 VDS 1N ' 1 22 Plex Ilk DS ; ; + - --- - Basement Floor I I I A% I I z Plan a 1 f I I I I V l 1'-i 3 t/2' -2" 1/2' T-1 1!2" 11Z' 1 -p_ 3 2-7314' 112' 3112 112' 7- 3i4 31 372- 3 QP� -0' ..rr '-211 -0- -6 -6 -0' '-0' 15'-t tf2' -6 '-6 -0- '•0' r -97/ -fi - -6 '-0' -0' I -D' -0' I '-0'I '-0' _] -6 -6 -6 -0' -0' - �FF�MG I tr-9172- 13'-7112' 10'-8' 16'•8172' 10'-6712' 18'-]112- 10'-9' S 1i'-5112' 13'-3' 9'-1112' '•41 44'-3' 27-3' 29 -410 10'-0" 31'-3712' CITY OF TIGARD I I 1 7 1 1 I REVIEWED FOR CODE COMPLIANCE k Date DBscrkplMn n3.o2 X a ( ved:� , L OTC: February 15.2017 UI m Dare a Pcrrnit#: w ZC ZE �G ZH Address: E,KB,W.11 Suitc#: {�1 .� Desped By Datc: 7 By- PROVIDE - 1 ANY1 WY,m.DG n RAPID ENTRYOSYSTEM( -A--tQ�-" S�• Draw 8y PER EACH BUILDINGS AS BB,KJ APPROVED BY TUALATIN VALLEY FIRE AND RESCUE Chocked By 0 17337 9„ Projod Number B A2000 � w N 1 BASEMENT FLOOR PLAN cwpw20160 A2.00SCALE: 1/6'-t WJWnnAKsd,Se"= •. s M1Ytd�is Jess rhsn 24-x Jb:$nxs FLOOR PLAN NOTES ALL DIMENSIONS AND GRIDS ARE TO FACE OF STUD AND EDGE OF ROUGH OPENING UNLESS OTHER'NISE NOTED. 2, FOR ARCHITECTURAL ABBREVIATIONS 6 SYMBOL LEGEND SEE SHEET AOA,. 3. FOR CONSTRUCTION ASSEMBLY DESCRIPTIONS SEE SH=ET A1.01, 4. SEE BUILDING PLASS FOR TYPE A OR S iCCIANSI h ACCESSI;SLE DWELLING UNITS. Otak Architects, Inc 5. SEE UNIT PLANS FOR TYPICAL UN1T FLOOR 6{j$$W 3rd Ave, Suite 3QQ DIMENSIONS,TYPICAL NOTES,AND WALL ASSEMBLIES, Portland, OR 97204 6, SEE STAIR SHEETS FOR STAIR DIMENSIONS AND Phone 503.287.6825 OTHER STAIR INFORMA T ICN. Fax 503.415.2304 7. UNLESS OTHERWISE NOTED ALL MECHM41CAL DUCTS AT FIRST AND SECOND FLOORMEILI,VG ASSEMBLIES SHALL RUN UNDER 1-RR ttLr 8- MAINTAIN AND FLOORJCEtLING ASSEMBLY ! RATING AT ALL TUS'SHOWERS.. AA.02 S 4 & SEE SHEET A1.1 I FCR RM%4 FOR DOOR AND WINDOW TYPES AND SCF:SOUL@S.DULE D River Terrace East F� A4.12 A4.01 10. SEE DETAILS 131AS.11AND 141ASA I FOR WALL ZA 4 ZZD ZF 3 ZJ INTERSECTIONVDETAILS AT,-HRd2•HRWALLS. A3.Ot 11, SIDEWALKS AND PATIOS SHALL SLOPE AS SHOWN A4.1 S K A4.!t I ON PLANS.WARP CONCRETE AT WALLS AND COLUMSS AS SHOWN TO FORCE WATER TO N H 1 i AWAY FRf,M AND AROUND WITHOUT EXCEEDING TE I 1.5%MAXIMUM SLOPE. SW Ray Rogers Rd. t2. SEE 191AS,11FOR FIRE EXT IN43UISHERCABINET Tigard, OR 97223 3r-11 to •o dr-1 yr 5r-11n' DETAIL.COORDINATE LOCATION WITH FIRE 24•-6112' 5Zf�' S_ IV 91/, 20'-3" UT-7Sn' 17-6' Ir-2" SO'-1t' 23'-6112" T.4ARSHALLAl;DPROWIDEUI•RATEDTYPEABCFIR£ EXTINGUISHER WITH 10 POUND NOMINAL CAPACITY 2 .8 3!4' F-01 .Irl Ir-01 '-3 112' 8'-G- .-0. •0' I G•.0' 8'-0' S'-0' _T 8'_p" g'-p• 8'_0' g•_p- 3_4- Q'_p- AND AMMONIUM PHOSPHATE-BASED DRY CHEMICAL. 3 t lr t'-t 7• ( IN MACONTANS}FEARCTUROTS STANDARD ENAIAELED l y-6lyd- i'-33/4" I 7-2' 1•-8112' 7-11n' 13, FOR MECHANICAL SYSTEMS&EQUIPMENT SEE MECHANICAL DESiGNBUiLDING DRAWINGS. IC FOR ELECT RICAL LIGHTING 8 EQUIPMENT SEE CELECTRICAL DESIGNBUILDING DRAWINGS. FOR FIRE SPRINKLERS SEE FIRE I I ( { t I 1J D SIGM151JILDiNG DRAWINGS AS SPRINKLERAPPROVEDBY ( 2 4 ( ( I FIRE MARSHAL 18. OPERABLE PARTS OF LIGHTING,ENVIRONMENTAL, I SECURITY CONTROLS AND ELECTRICAL RECEPTACLES SHALL BE MOUNTED BETWEEN IT l I2 AND 48'ABOVE FINISHED FLOOR AND ELECTRICAL ' 110 " T 1 t • ' CATED MTHIN REACH RANGE OF 1 2 t SO N N Q�F!.iO4 11 10tea`+ 48ABOVE FINISPANELS TO BE HED FLOOR TO HIGHEST C:O NTROL l f�, _ _ _ _ DS 118 - YVeSt H1113 _ y,�� e AT GROUND FLOOR UNITS. S - iv iv D o S DS '}' -7• - 5 - 17. FOR FLOOR ELEVAT}OIVS SEE SITE DEVELOPMENT v it t0 8 A t1 As AS I A8 ORAtNiNGPAC;KAGE. Development DS r rr ', AS �` 10 ' Q " 18. SEE DETAILS 91A8-11 AND 101A8.11 FOR A8 I \ / I I \ I { UP I '/ - 1 \ / I A8 h8 I \ / i I \ / I ,� ;y INFORMATION RE(iARDIf7G JUNCTION BOX 735 SW 158th Ave., 3 1' ,, 1 t PLACEMENT AND DETAIL 111 A8.11 , 121 A8AI FOR X Y. I ' ( f = X \ / X X x m Beaverton, OR 97006 I I PLUMBING PENETFtATiONS FOR ONE hIQD 7W0 faexcsl : •%! / \ I I \ / I x I \ 1 t1 \ I ( \ I I / \ i S `t HOUR RATED WALLS, v,t: 5 X << - - f/ ._._. _.._ I I ('W f,.•f- -y x I / \ I !� _ _ �1 X t� _ �! IG - t'. m 19. SEE 11Aatt FOR TYPICAL INTERIOR WOOD DOOR `r I /' b I o I STAIR 1 I' !"r• %�-: o I / \ i _ t �m 5 FRAME DETAIL(AND HINGE JAMB DIMENSION). R _ o b I/ /_ \I 4 N 11 .,, 29. SEE ELEVATIONS FOR ALL UNIT VENT LOCATIONS. t . . "' ro a s 4 a s 4 a s 1 A6 1 l-� !. ', w a q 4 4 0 4 4B Iz -DS ;�, MVENTS ECH DAND OF1TS WI LOCATIONS 5H4MdN ON SUILD TO COORDINATE 4F 5 _ O. O• O. lIPl- `�'���r,�,':' + 4B w w w " w w a a `'' PLANS AND ELEVATIONS. ALL STANDARD VENTS TO t' 0' -�� as as fl' :-;'r//`- ut.• w w 0. p. w w 0, O i2 1 S 11 � BE GREATER THAN 3'-0'FR00.S ALL OPERABLE v O, 11 ,ild•- r _�1 ,.:f 'i: ,,;, as �� �w aIL -1� v�.= 11 `..' TORA l_m ',%-Gr:0'. 9 .0' Q m n OJ OPENINGS. THAN 10.0'FROM ALLPERABLE HALL BE DS GARAGE 1 GARAGE 2 GARAGE 3 I _ 0_ l ":�`.�CI-R:';! (ACCESSIBLE) N' N "� o ';' OPENINGS. 1 I 'I::q GARAGE 4 GARAGES GARAGE G GARAGE 7 GARAGE 8 GARAGE 9 GARAGE 10 AT r ^ l ! . 21. CRAWL SPACES SOIL SURFACES SHALL BE n ,,,, � m COVERED WITH A SOIL-GAS RETARDER MEMBRANE 4 4 4. (MIN,6 MIL POLYETHYLENE)AS PART OF A COMPLETE is t t t ( �;i:i rif;!. 27-T t I o iti RADON GAS MITIGATION SYSTEM. CORRIDOR ! "+''' �' U` cY U CORRIDOR �t 22. CRAWL SPACE VENTILATION SYSTEM IS BY OTHERSI 4d� v - - - --- ----_ G DESIGN BUILD AND SHALL BE PERMITTED UNDER A o - S 21 22 �' i I 0 0 1O - DEFERRED SUBMITTAL. L CORRIDOR _ CORRIDC}R a - _ , Al ' tl t U 1 w I �--- t � � �--� �� a 1;�� _ �� � � N m _ CORRtD 23. SEE DETAIL T1A8.12 8&AS.t2 FOR GARAGE OPENER W NV V ''W 1 1 o INFORhf.ATiON WALLS -' 2M1. SEE DETAi15/A8.l2 FOR NONRATED WALL t __ _ }.1.__.c._ 7i �.x___._ - �. 1 - tYfNTF-RSECTIONWITH, IIRFLOOR/CEIUNGABOVE. (�4l i _ B 4 _ Bt I _ B1 All 22 B1 1 i ........ _ UP a ODS i 1 tt o C I 2 A3.01 �}j� /\'Jl w 11 20 1 2G I I Oi---_� m N fan R.li[1M1L�'1 - flF 2 UNIT 2.2-A UNIT 1.3 - B A4,tt UNIT 1.4-B I i UNIT 2.3 - B I 3 m • 5 A4.11 - I '?IV10FOr ' i DS a I I STAIR 2 I _ - 1 1 t•- - _ _ i (.• - I OIDS (� -'I�---- - - 'I•-j�'�- - - - 11 OS 3 3 3 DS .N iv D 11A �l 3 3 DS i•. ?v �^' O` O DS i`+ iv OS O �-_✓ ORS 22 Plex First m i I 3 Floor Plan r o ` C { RO If BE OW W o ? I z1 trr d l 41n n L I 10 14" I is r-T 3f ' 3 t 1 t/2' 3 f 4` tf2' 112" tn� 31w 31n S 3 11-- -0' -0' '•21 -0" -6 - ,-0' '-0' -6 -6 -S '-0' -tr 17'-91JZ' 1'- ST-8' -1t f7-8" 4'-4' 9'-6' 4'-Ht 17-6 tn' i T-33'4' 9'-7112' 57-9' S ii'-51/2' 13'-3' 9'-f ,n' '-47 44'-3' 29'-3' 29'-4tn' V-6114' l(r.(r L 34'-3112' i � I 204.277.17 Plan kesponse n .1s W N N ZC ZE ZG ZH Reyistons A3.02 Febftwy 15.2017 U Dele c BB,KB,SM w De4lglted$y m WY,ZD,DG t- PROVIDE KNOX COWANY DraiAn By RAPID ENTRY SYSTEM($) PER EACH BULIDING AS B8,KJ APPROVED BY TUALATIN VALLEY FIRE AND RESCUE C.feerked By 17857 Project Number y 1A2201 N Shal Number FIRST FLOOR PLAN Lt 1 Kft dvwwV is ku dta,24•r 3L.d ha 0 a A2.01 SCALE 116 =t o cwenduwd sc,k ouw py ------------ _..__......__ _. __.._M _._v__ __. _...__..___- __ ..__._.. ..__. _.__.___-__. _.._.._..__ ....._...-_......_ ._.._. FLOOR PLAN NOTES 1- ALL DIMENSIONS AND GRIDS ARE TO FACE OF STUD :,,,..,..a,,.",,. AND EDGE OF ROUGH OPENING UNLESS OTHERWISE NOTED, 2. FOR ARCHITECTURAL ABBREW.TtONS&SYMBOL LEGEND SEE SHEET A0.01. 1 FOR CONSTRUCTION ASSEMBLY DESCRIPTIONS SEE SE BI L.o1. Otak Architects, Inc 4. SEEU E BtlOLiJG PLANS FOR TYPE h OR B ICC!ANSI ACCESSIBLE DWELLING UNITS. 808 SW 3rd Ave, Suite 300 5. SEE UNIT PLANS FOR TYPICAL UNIT FLOOR Portland, OR 372{14 DIMENSIONS,TYPICAL NOTES.AND WALL ASSEMBLIES. Phone 503.287.6825 G. SEE STAIR SHEETS FOR STAIR DIMENSIONS AND Fax 503.415.2304 OTHER STAIR INFORMATION. 7. UNLESS OTHERWISE NOTED ALL MECHANICAL DUCTS AT FIRST AND SECOND FLOCRICEILIYG ASSEMBLIES SHALL RUN UNDER 1-HR 3 1 3 t 4 S. L.lAINTAIN WALL AND FLB IOORICEWNG ASSEMBLY REE NG SHEET LL A1.11 tFOR R N£RS. River Terrace East A4.01 A4.02 ACII A4,72 A4.07 V ( [-, 9. SEE SHEET A7.11 FOR ROOMS FINISH SCHEDULE AND @ZA t FOR DOOR AND WINDOW TYPES AND SCHEDULES. 4 ZB � A3.Ot ZF Z`d 10. EEDETAILS 131A&I AND AT 141-HRA. 1IFORWA L 11. SIDEWALKS AND PATIOS SHALL SLOPE AS SHOWN x." ON PLANS.WARP CONCRETE AT WALLS AND u"j N 1 eD+a COLUMNS AS SHOWN TO FORCE WATER TO MIGRATE SW Roy Rogers RCI II I I AWAY FROM AND AROUND WITHOUT EXCEEDING g _T { 14T-2' 12. SEE t3 SAIFOROPE FIREEXTINGUISHERCABINET Tigard, OR 97223 11' tD'-0' 4r-i 11Y 57'-Sin- DETAIL.COORDINATE LOCATION WITH FIRE MARSHALL AND PROVIDE UL-RATED TYPE ABC FIRE 12'•9' 13'-3" 11'-5112' 5 5 tU-10' 7'-6' 1'-6' 6'-7117 '-T 10'-7112' 1 IV-5112" 12'-1112' 10'-11112' 1'-ti 4. 8-71lr V4- 11'-81 EXTINGUISHER WITH 10 POUND NOMINAL CAPACITY '�: - AND ANWON04 PHOSPHATE-BASED DRY CHEMICAL 3'-T 6'-0" 8'-1' _ 3'-Q' T-0' 3'_0' . _0, 1 3•_0' _0• •_0' _0. 3'.-0" 3•-0' •-Q' `_0• •-0' '-Q' '.0' 0' 3'-Q' 3'-D' '-0` '-0".3'-0' INMANUFACTURER'S STANDARD EWVAELED •" CONTAJER r- 112' ( T 1,2 I 3112' 3 112' 2- 4• � 3112' 2' 31f1 1f2 Stn 31n'� in' 13. FOR MECHANICAL SYSTEMS d EQUIPMENT SEE MEC2' -5 4' -51Y t -2' -6 7. 314• -2- -6t2 in' FOR ANICAL ELECTRICAL EQUIPMENTS. Yi l 3 14. FOR ELECTRICAL.LIGiiTING 8 EQUIPMENT SEE ELECTRICAL it t I j U ILDIMG DRAWINGS, -1% 1 15. FOR FIRE SPRINKLERS SEE FIRE SPRINKLER 3 ` DEES1GFIRE �L�NG DRAWINGS AS APPROVED BY A5. 1 ( t 16. OPERABLE PARTS OF LIGHTING,ENVIRONMENTAL, BEL Y I I SECURITY CONTROLS AND ELECTRICAL 1i N „ RECEPTACLES SHALL BE MOUNTED BETWEEN 17. West HMIs AND 48"ABOVE FINISHED FLOOR AND ELECTRICAL " /� 1T, fS ROV4 FLOOR ELEVATIONS OTSSEE SITE DEME ra0 { 0� 3 c7 1t .I Development B ^- �� - 1 1 ° "' t AT GROU:dD FLOOR UNITS. p 11A srAIR 1 0 0 ° O CO 1 „r 83 I O (D 1 1 '° ", DRAWING PACKAGE. vv 18. SEE DETAILS 91AS-11 AN'D 10IA8.11 FOR 735 SW 158th Ave., INFORMSATIONREGARDING JUNCTION BOX Beaverton, OR 97006 I I I O PLACEMENT AND DETAIL 111 ASAI . 121A8,11 FOR i I I HOUR RATED WALLS.TSOtJS FOR ONE AND TWO {3} UNIT 2,4 I 1 I UNIT 2.5 UNIT .1 OSEE IIAS11 FOR TYPICAL m 19. FRAME DETAIL(AND HINGE (JAMB DIMENSION DOOR 20. SEE ELEVATIONS FOR ALL UNIT VENT LOCATIONS. TECH DESICUMSUILD TO COORDINATE LOCATIONS OF , ^' VENTS AND SOFFITS W7 LOCATIONS SHOWN ON ROOF BELOW H PLANS AND ELEVATIONS. ALL STANDARD VENTS TO t BE THAN 3A FROM OPERABLE OPENINGS. ALL GARAGE EXHAUST VENTS SfihLi BE `O lv I UP �, t i -t 1, t GREATER THAN IO'-D'FROM ALS.OPERABLE D,J 4'1 CRAWL SPACES SM CES SHALL BE c 4 B , I j _ B ❑ B -- _ . . + bl ., a 21, COVERED WITH ASO%-G.ASARETARDER MEMBRANE CORRIDOR c _ - - - _ r '- - O tr•--� - - T 23R100R (RADON GAMIN.6 MILS MITIGATION SYSTEM.POLYETHYLENE)AS PART OF A COMPLETE PTACL" _ _ _ 22. CRAWL SPACE VENTILATION SYSTEM IS BY OTHERS) ` 11 20 T ' t CORRIDOR n 1 aI DESIGN BUILD AND SHALL BEPERMITTED UNDER A a i 20 0 .n DEFERRED SUBMITTAL CORRIDOR Sc _z _ _ _ -� CORA{OpR /���\ 23. SEE DETAIL 71A8.12 d BIA8,12 FOR GARAGE OPENER r --i �7 ) INFORMATION4 ti ° _ �.i.__ _ O +i_..i_ ' c..i__i_ _BS o L �"/ 24. SEE DETAIL SIA8.12 FOR NONRATED WALL 61 - Bt i -- I All i Bi 2'-7' O INTERSECTION WITH 1 HR FLCORICEILING ABOVE. iv `R I eft , ti � i i i t1 � 2 A3A1 A3.022 U 3rzo r m N r I I I UNIT 2.3 3 S�lbltR FEEfIIE 2 UNIT 2.2 UNIT 1.3 20 UNIT 1.4 ° Q A4.11 I I 'vLAVyj�C' VC/y�.n n " W 6 X7STAIR i 83 0 1 O OCOI I 2 2 A8.07 62 - - 017 1 3 S 3 ° A iv it o OOO 1t ev r n O OO V O O OO „ 4 1 .4 22 Plex Second I NV A5.0 I Floor Plan Z LyLt I ` I �f I 31 114 _2, va ff 9 f2 112" 37 3112 I 3t 3112 Ln. I 31 tn' lir r_ X4' 3112 2'_ r_ i2 . 7 -B -0' '-21 '-Q' •6 - '-0' 3'-0' 1111 9 -6 -6 _6 r-t to -0' 3'-0' -0' -6 - -0' 3,-0' I 3'•0• '-0' '-0- -0' 8'-t' i:"-0" 3'-3' n' 9'-8' -8' L 4'-4' 9'- .8 itr,iwN, 10'-OSn' T-3314" 9'-7112• i' 8 4' 10'-9' 5112• IV-5112- 13'-3` -11)2' 3'-412' 44'.3• 29'-� 29'-4112' 10'-0' L 34'-3112' I 1 I ! f I 1 t Date Descripfm Revisials y Aa.i t •� `n Febmary 15,2017 U ZC ZE ZG ZH Date , BB,ECB.SM D `s�s�,nad By 0 WY,ZD,DG mDrawn By 68,KI QChedad By 17857 Pmjex!Number A2w02 B i - Sheet Number t SECOND FLOOR KLAN I�u'aaw vis IOU Nan Z4 XW,0 has A2.U2 SCALE: 118'=1'-0 been*Axed&-ato sKmdr4y FLOOR PLAN NOTES � +M 1. ALL OINIENSdONS AND GRIDS ARE TO FACE OF STUD `'{ AND EDGE OF ROUGH OPENING UNLESS OTHERWISE NOTED. 2. FOR ARCHITECTURAL ABOREVIATIONS&SYNEOL - LEGEND SEE SHEET A0.01, 3. FOR CONSTRUCTION ASSEMBLY DESCRIPTIONS SEE SHEETA1.01, '` i Y. SEE BUILDING PLANS FOR TYPE A OR B ICC/ANSI dtak Architects, Inc ACCESSIBLE DY'7£iLING UNITS. S. SEE UNIT PI.ANS FOR TYPICAL UNIT FLOOR 808 SW 3rd Ave, Suite 300 DIMENSIONS,TYPICAL NOTES,AND WALL Portland, OR 97204 ASSEMBLIES. Phone 503.287.6825 6. SEE STAIR SHEETS FOR STAIR DIMENSIONS AND OTHER STAIR INFORMATION. Fax 503,415.2304 7, UNLESS OTHERWISE NOTED ALL MECHANICAL DUM AT FIRST AND SECOND FLOORICEIUNG ASSEMBLIES SHALL RUN UNDER 1-HR FLOOR/CEILING ASSEMSLY. 3 8_ MAINTAIN WALL AND FLOORICEIUNG ASSEMBLY RATING AT ALL A4,01 9. SEEE SH£ET A1.11 FOR ROOM FWISH SCHEDULE AMO �3 �] f FOR DOOR AND WINDOW TYPES AND SCHEDULES, River i�/er Ter ac`s(] East 4Zi ,� 70. INTERSECTION DETAILS TI-HR&2-HR WALLS. SEEDETAILS 3DL 84.11 �� Z� °4 3 1 4 11. SIDEWALKS AND PATIOS SHALL SLOPE AS SHOWN tY C A4.11 8,4.12 84.01 ON PUNS_WARP CONCRETE AT WALLS AND ~< ~ 1 COLUMNS AS SHOWN TO FORCE WATER TO MIGRATE AWAY FROM AND AROUND WITHOUT EXCEEDING MAXIMUM1.59/6 SW Roy Rogers Rd. I 14T.2' t 12 SEE1 19 A8.11FOROFIRE EXTINGUISHER CA13INET Tigard, OR 97223 DETAIL.COORDINATE LOCATION WITH FIRE _ ___ __ 37'-t t" 4 40'•G' 42'-i VZ' 5r-7 VY _ MARSHALL AND PROVIDE UL-RATED TYPE ABC FIRE 17.9' _ 13'-3' ill-5 72' EXTINGUISHER WITH 10 POUND NOMINAL CAPACITY 1 I ta'-9712" T-fi12' 8'-7tJ2' 10'-7 In 70'•6' 12'-2" 10'-11' $'-712' j'. it'•812' AND AMMONIUM PHOSPHATE-BASED DRY CHEMICAL 12' S 1!2"-{ 7'•b' 2'-T t'-173!4` ! 124itANUFACTURERS STANDARD ENAMELED I CONTAINER 1'-2 314' 13. FOR MECHANICAL SYSTEMS&EOUIPMENT SEE 3'-8' 6'-°. a'-1' '-0' '-0' '-0' "-0' •-°' -G '-ff 3'-ff '•a' :i-0' '-o` '-0' . '-0' 3 -01/ -o' -0' '•0' 3'-°' '-0' .3' 4' '-o' '-0' I 312 "�'� MECHANICAL ES£SIGtaT3USLDING DRAWINGS. 2 -9*- 312 2'- J4' 312' 4 112' 12' 312' 312' 3 12' t 14. FOR F-LECTRICAL LIGHTING 8 EOUiPMENT SEE 2 •5 2' I i'- 2'• 7-6 92' I 7- 314• t'- i _ 3 1/T ELECTRICAL 15. FOR PRIN SPRINKLERS SEE FIRNG E SP FIRE 4 I y� DESIGNSULDING DRAWINGS AS APPROVED BY A5, t ! ' FIRE MARSHAL 16. OPERABLE PARTS OF LGlfnNG,ENVIRONMENTAL. SECURITY CONTROLS AND CAL 1 RECEPTACLES SHALL E MOUNTEDI BETWEEN 17. (� 11 118 m •- AND 48•ABOVE FIt7SHED FLOOR AND ELECTRICAL H RANr�E-OF West IIIS 3 3 3 E I O O ff JAI 1 1 8•ABOVE PANELS TOBE LOCATED FLOOR nTO H3IN CtieCST CONTROLAT GROUND FLOOR UNITS. L J _ O Q _ _ _ _ - A --- L-4- ' t - 1 ``GT R , I I /� O ' II /'1 O� 1 _ 17. FOR FLOOR ELEVATIONS SFE SITE DEVELOPMENT t/ r��rry7Qr-t ii •7 V 1 �_'! 11 b DRAWING PACKAGE. Development }� P I OPEN TO � ,_. 1 1 t I BELOW` I O O INFORMATION REGARDING JUNCTION BOX 735 SW 158th Ave., 76. SEED£7AlLS97A8,11AN0 10/28.11 FOR 11 Tr.. I �" I F'-'•, �' PLACEMENT AND DETAIL 111 A8.11 . 121A8.11 FOR Beaverton, OR 97006 .a G . ... �=J PLUMBING PENETRATIONS FOR ONE AND TWO I I � HOUR RATED WALLS. is 3 I { 1 19, SEE 1/A8.1i FOR TYPICAL INTERIOR WOOD DOOR O UNIT 2.4 I i UNIT 2.5 UNIT 3.1 c n m 20. SEE ELEVATIONS FOR ALL UNIT VENT LOCATIONS. FRAME DETAIL(AND HINGE JAMB DIMENStONI. ' FE� it M � ry VENTSWCH DAND SOFFITS W!LILD TO OCATIONS SHOWN ON TE SOF c + N PLANS AND ELEVATIONS. ALL STANDARD VENTS TO � BE GREATER THAN T-O'FROM ALL OPERABLE OPENINGS. ALL GARAGE EXHAUST VENTS SHALL BE GREATER THAN 17.7'FROM ALL OPERABLE 3 t DN p 1 OPENINGS. "' �„ ❑ y I F i ` ' 21, CRAWL SPACES SOIL SURFACES SHALL BE (� N �� PPP ❑ 999 F b COVERED WITH A SOIL-GAS RETARDER MEMBRANE (MIN.6 M1 POLYETHYLENE)AS PART OF A COMPLETE CORRIDOR �•"i _ i J r�- - '1" - _ - n ,I _ _ CORRIDOR _ _ y RADON GAS i.II WL SPACE VENTILATION SYSTEM, 2 -L 7JACC o n -- --- Q N l`fALL 22 DES GN BUILD AND SHALL BESPMA TTED UNDER YSTEM IS BY A 7 r t` 1 1 1A CORRIDOR 1 t©---- """ DEFERRED SUBMITTAL. u s c r>_ 7 20 _ b n cn vi 23. SEE DETAIL 71A8.12&8/A.8.12 FOR GARAGE OPENER CORRIDOR o. I' f. ° '--•- L� t n- CORRI 3INFORMATION WALL L -+ 0 , , • - - -'WALL 24. SEE DETPA.51A8.t2 FOR NONRATED WALL m I [ -- ❑ ,I _ i -- �. ( ��j Oj ?, INTERSECTION WITH 1 HR FLOOtiIC£ILING ABOVE. Ile 11 � 2 89.07 83.02 2 I ) UNIT 2.3 Y 3720 ° fORIAN R"FLEENER 5 2 UNIT 2.2 20 UNIT 1.3 Aa177 UNIT 1.4 ' 22 I aO = P4A1LAR0 OR 5 84.11 -'STAIR OF Q VV OPEN TTo v m I 0 0 1 0 c , _ _ _ Oj {-1-�-t 1 2 11 2 0 Z.... 2 _ :O �.-. 2 2 `J ++ 11 -111A 5 22 Plex Third Floor Plan s I I I a � • -11-1314• z-2 UT T 11/2 8' 2'- 314• 2 12' 3 irz 312 312 31 114• 31! 312 31/2 12' 3'-5 '4' '-o' '-0' '-2i --o- •-0• •-0'4'-7114. ._°" '-0' '-0' ••0• E.4314• '-0• -o' -0' •-0' •-0• •-a' •-Q' I -a' -°' I _ •-o• -o• -o• -o' 8'-0' T-3- T-Z 31'-S 10, 18 -812• 10, Ir 18'-712 t7-9• 512 1T-512 13'•3" 9 -i 12' 3'-412 44'-3" 29'-3' 29'•47/2' 10'-0• 34'-312• I I I I I 55 I �^ ( ¢ 1 r^C t< 9 Data Descnplion k a3 a N N s/' Revsas in Z1✓ ZE 83.02 ZG` ZH Fe&wry 15,2017 BB,KB,SM Uj 8 D`,7*d By o wY,m,OG Of&M By BB.KJ Checked By S17857 Pmjed Number 82403 V I a N St•M Number 1 THIRD FLOOR PIAN CwfligM n 2016 Q K kas flan 24's W,,4 A*$ u' 82.03 SCALE: 1/8•= 1••a _ 8ea�re6Kcd.Scale aacrd'nply, =s ROOF VENTING CALCULATIONS _ ROOF PLAN NOTES _ AREA IDENTtFICATtON ROOF AREA SO.INJ300 REQUIRED VENT PROVIDED VENT AREA(SQ IN) i TOTAL VENT AREA , - SO.FT. AREA(SO IN.) LOW HIGH PROVIDED(SQ.}N) ' 1. SEE LOWER FLOOR PLANS FOR BUIDING DIMENSIONS. -M ( 50 10t - -- 'x =503 SO.IN. 2. VAPOR BARRIER AT INSULATION TO 9E LOCATED IN WARM SIDE OF ATTIC.�1 2196 316.224W0 1054 (10)x 50=500 SO.IN. 5236 T^.)! INSULATION. 44.58 LF x 5."s=295.3 50.IN. 1224 p'PTIC 02 2576 370,944:300 1235 (10)x 50»500 SO.IN. �(12)x 50=66060.IN. ( 3, SEE DETAILS 13/A6.04 AND 141A6.04 FOR ROOF PeKTRATIONS. 23.33 LF x 5.3=123.7 SO,6N. 4. ALL OVER FRAMED ROOF AREAS SHALL HAVE p 2?-,f2'X 30'HOLE GUT IN ATTIC A3 2318 333,792/30D 1163 {6)x 50=300$0.IN. (12)x 50=600 SQ.IN. 1154 ROOF SHEATHING FOR ACCESS AND CONTINUITY OF ROOF INSULATION. Qtak Architects, Inc 52.6 LF x 5.3»260$Q,IN, 808 SYN 3rd Ave, Suite 300 S. PER 2014 OSSC 12632 THE NET FREE VENTING AREA SHALL BE Ir".INSULATION FIAVING STAIR R1 242 2421300 242 (3)x 50= 150$Q.IN. (3)x :,0=150 SQ.IN. 300 A VAPOR BARRIER WITH A TRANSMISSION RATE NOT EXCEEDING 1 PERM SHALL BE POrttand, OR 97204 PROVIDED. Phone 503.287.6825 1 6. ROOF ATTIC VENT P=ROVIDES 50 SO.IN.FREE AREA EACH. Fax 503.415.2304 STAIR 02 217 2111300 217 (3)x 50=150 SO.IN. (3)x 50=ISO SQ.IN. 300 7. LAVE VENTS AT TRUSS BAYS:PROVIDE{3}VENT HOLES A7 t-12'OIA.(5.3 SQ 1K OF FREE AREA PER 24'O.C.TRUSS AREA) 8. SEE DETAILStO1A8.04,ttlA8.04, 12/AB.04,151A8,04FOR TYPICAL ROOF FLASHING DETAILS. 9. FOR ROOF SLOPES FROM 3"1,2"70 4"1,7'DOUBLE UNDERLAYMENT APPLICATION IS River Terrace East REWIRED,ALSO SEE SPECIFICATION SECTION 073113A SUBSECTION 32 70.1121 ROOF SLOPE ROOFING UNDERLAW..ENT INSTRUCTIONS. 10.TRIANGULAR LOUVERS SHOWN ON ELEVATIONS ARE NOWFUNCTIONAL AND ARE NOT INTENDED TO PROVIDE ATTIC VENnLATION, SW Roy Rogers Rd. �A pp Q Tigard, OR 97223 ZA Zo ZD ZF 22/12*X31YHOLECUTINROOF Zi SHE0.THINGATOVERFRAMINGFOR ROOF PLAN LEGEND ACCESS AND FOR CONTINUITY OF �• _ T ^ ROOF VENTILATION,TYP. EAVE VENTING ( I ^'- S HR EXIT ENCLOSURE WALL TO UNDERSIDE OF SHEATHING. 3 ( 4 I _ _ - I T I I A4.01 I - - OUTLINE OFWALL BELOW 9 / W d04W 4f DRAFTSTOP ( ( A4.11 A4.12 I i � t ! I ,� 10•!12* 10.112-DS 10'1,2•" DS DS '+ D5 _ O est Hills - -- --- _=- - - - -= - o- ©- o �� Y ",lr"-==- J�- -- -- - - -- -- - -- �- , - -' ' _ - - - - --,�'------ - - - - - - - - - -- - � - - - Development 735 SW 158th Ave., � t , - - - - - - - - - - - - - - - - - - - - . - - .I - - - t S_ - - - - - - - - D .. _ - _ .__ • - J 4 _ .. .. _.... -.. _ .. - - - - - - - - ' �- - -- - - - - - - L ,V r 12* - - -- -- - - Beaverton, OR 97006 ❑ ❑ ❑ ❑ ♦ _ r 1012 ` =0112 SO /12' ; UA y tri ' � n ❑ a ; � 4y F' i Lj In STAIR#1 / Q m �yi I D5 �' 242 S.F. 4� p A 1 („+A ( #2 1 0 �l}�1j �'� � ❑ _ t ,0 11x 2196 S.F. ❑ p ❑ 2576 S.F. �' 2318 S.F. ;� ' a C C1 VS ❑ ❑- ❑ ❑ rte❑ ❑- ❑ ❑ ❑ r � ❑ u ❑ 10112•^ " 10"I Ir ---► 4 it fill, I I L - - - � -_- -- - -:^- - -- ---- - -- _ _ _..r- - - - _ ,- - - _ - _ _ _- _ _ _ __ _ -- _ - - _ _ - r_-• __ _ -- _ _ _ - - 1 Q� 11 . it qpAtj 'I 13 k e.► �,' ij 10"I Ir, DS §T 2_ , 6 w 21 �y L 3720 1 HR RATED 20"X 30"ATTIC ACCESS I ' IN THIRD FLOOR CORRIDOR CE&ING- ' L � 3.112' SEE DETAIL 7/A8.11,TYP. < --I ,0"112* 10•/12' 10'i,2* Lt ,�141'<JUED,OR DDS ❑ ❑ ❑ ❑ ❑ ❑ ❑ �' _ _..�_ _ _ _ __ _ _ -� l__ _ _ _ _ __ - _ _ __ _ _ _ _ _ _ _ _ _ _ __ _ _ _ _ _ __ _ _ __ -4-_ _ _ _ _ __ _ DS _ - DS DS .� 1(r/Ir I I 6 Z S N ,0.11Y I tv DS DSI DS t0'/1x ( I I TYP 22 Plex Roof A8.64 AA.S1 'o Plan I I I I I I I I 1 1 I I ZC ZE ZG ZH # Date De5«ip,ion Re+iffims Febvmy 15,2017 02% o Be,KB,SM DeOped By WY,ZD,DG Dream By 88,Q Checked By 17857 Pr000d Manlier B 1 N A2nO4 shed Nw4wS 1 ROOF PLAN [\r-..lfl(1_l�\ ccp)tgI,I24,6G A2.04 SCALE: 118'=T4r +» A Ahat