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Plans (7) PLM 20 18 - 00193 FLOOR PLAN NOTES 0 S k KEyno -S 1. ALL DIMENSIONS AND GRIDS ARE TO FACE OF STUD W a__ ,, • L � • 5 /� 4t�1 bWI � +'I AND EDGE OF ROUGH OPENING UNLESS OTHERWISE � C� NOTED. 2. FOR ARCHITECTURAL ABBREVIATIONS& SYMBOL ���JJJ r1�1 _ LEGEND SEE SHEET A0.01. 3. FOR CONSTRUCTION ASSEMBLY DESCRIPTIONS SEE SHEET A1.01. Z �e -. 4. SEE BUILDING PLANS FOR TYPE A OR B ICC/ANSI }r� ACCESSIBLE DWELLING UNITS. OtaInck ArchltectS, cD Su_ Riser 5. SEE UNIT PLANS FOR TYPICAL UNIT FLOOR 808 SW 3rd Ave, Suite 300 DIMENSIONS, TYPICAL NOTES.AND WALL ASSEMBLIES. Portland, OR 97204 ® -_ P., 6. SEE STAIR SHEETS FOR STAIR DIMENSIONS AND Phone 503.287.6825 Seer- 3 OTHER STAIR INFORMATION. Fax 503.415.2304 /��- �j 7. UNLESS OTHERWISE NOTED ALL MECHANICAL © 5ce_ ZiSC /� cne_r 1 ✓ t ce_� Noks DUCTS AT FIRST ANDLSRUN UNDER 1-HR n 1. Wi C 1 1 �MP l J t ��` is `� MAINTAINWAFLOOR/CEILING ASSEMBLY. �� l`�3It 5 J 7 ' i 8. MAINTAIN WALL AND FLOOR/CEILING ASSEMBLY 4 &ode... RATING AT ALL TUBlSHOWERS. 0 Ore_LeA Plu.4 5rf-!a 11 fi d/ 9- SEE SHEET A1.11 FOR ROOM FINISH SCHEDULE AND , River Terrace East FOR DOOR AND WINDOW TYPES AND SCHEDULES. 10. SEE DETAILS 13AND A8.11 FOR WALL 0 5e_t_ `R.. e_r- -4* c, D INTERSECTION DETAILS AT 1-HR WALLS.&2-HR A3.01 11, SIDEWALKS AND PATIOS SHALL SLOPE AS SHOWN ON PLANS.WARP CONCRETE AT WALLS AND 7 COLUMNS AS SHOWN TO FORCE WATER TO MIGRATE 8 'c o t`1SP - 7 @.) 1 0 AWAY FROM AND AROUND WITHOUT EXCEEDING 1.5% MAXIMUM SLOPE. SW Roy Rogers Rd. • 12. SEE 19/A8.11FOR FIRE EXTINGUISHER CABINET TI and OR 97223 DETAIL. COORDINATE LOCATION WITH FIRE g ' �� �',Su- MARSHALL AND PROVIDE UL-RATED TYPE ABC FIRE ' EXTINGUISHER WITH 10 POUND NOMINAL CAPACITY AND AMMONIUM PHOSPHATE-BASED DRY CHEMICAL CO S“--. Ristr 4+9 IN MANUFACTURER'S STANDARD ENAMELED CONTAINER j1 &e___ ��� 4-t- 10 13. FOR MECHANICAL SYSTEMS&EQUIPMENT SEE MECHANICAL DESIGN/BUILDING DRAWINGS. 14. FOR ELECTRICAL LIGHTING&EQUIPMENT SEE I ELECTRICAL DESIGNIBUILDING DRAWINGS. 1Z S e� �,�fAgik 15. FOR FIRE SPRINKLERS SEE FIRE SPRINKLER DESIGN/BUILDING DRAWINGS AS APPROVED BY FIRE MARSHAL. A4.01 16. OPERABLE PARTS OF LIGHTING, ENVIRONMENTAL, O © SECURITY CONTROLS AND ELECTRICAL #\- I RECEPTACLES SHALL BE MOUNTED BETWEEN 17. • A8.06 A4 n �A l 3 AND 48"ABOVE FINISHED FLOOR AND ELECTRICAL PANELS TO BE LOCATED WITHIN REACH RANGE OF A8 06 A4.12 A8.06 48"ABOVE FINISHED FLOOR TO HIGHEST CONTROL West H I IS - .-- - . . - _ \ AT GROUND FLOOR UNITS. -k__), - __ _ T __ - _. -.. _ - - - - ♦ 1 41117. FOR FLOOR ELEVATIONS • SEE SITE DEVELOPMENT © p mp - - -- \ DRAWING PACKAGE. Development Tent , . , [I 18. SEE DETAILS 9/A8.11 AND 101 A8.11 FOR Z 47I INFORMATION REGARDING JUNCTION BOX 735 SW 158th Ave., n n I I I I TOP OF SLOPE PLACEMENT AND DETAIL 11 !A8.11 121 A8.11 FOR Beaverton, OR 97006 . . . 7. ! PLUMBING PENETRATIONS FOR ONE AND TWO n n n .� n n nu n u n 0 u U n u o .iin Ea - _ Q t HOUR RATED WALLS. I z a. J J J CRAWL SPACE r- EXHAUST \ _, , EXHAUST a L( 0 .I ® 19. SEE 1 1 A8.11 FOR TYPICAL INTERIOR WOOD DOOR m < w < .' < It FAN m WOOD FRAME Q Q FAN _ i =z CRAWL SPACE FRAME DETAIL(AND HINGE JAMB DIMENSION). �' r a i- r C a SHEAR WALLS `i 1 ¢ 20. SEE ELEVATIONS FOR ALL UNIT VENT LOCATIONS. r¢ O - Q INSULATED Ir- ¢ SEE STRUCT. cc LII ¢ z a. -J ' `' MECH DESIGN/BUILD TO COORDINATE LOCATIONS OF to w v 1'11 u.! ACCESS w w 'S ¢ a I w INSULATED I o tr ' VENTS AND SOFFITS WI LOCATIONS SHOWN ON -i w r -,--- CONCRETE PONY z --'DWGS.TYP w w z r Q Q rn NI i� PANEL �� i _ �n ACCESS uJ w w - ••% N ( 13 -ems Zia L W to WALL EIV!FRAMED `g f Q cn 2 I-. i Q = PLANS AND ELEVATIONS. .ALL STANDARD VENTS TO 24"X 30" (yr 26 } uJ 26 PANEL O wit? - BOTTOM OF SLOPE BE GREATER THAN 3' 0"FROM ALL OPERABLE I - , �"ali ..t-- . . WALL ABOVE, TYP. < a1'- ' 24"X 30" I u2y r cn I j OPENINGS. ALL GARAGE EXHAUST VENTS SHALL BE 10'-7 112" 12'- 10 112" 11'-6 112" _ 13'-3 112" 13'-3" •�'/ 15'- 7" t 1' 2" 10'-7" 11'-7" 15'-3" i� / c° OPENINGS.THAN GREATER 10'-0' FROM ALL OPERABLE RETAINING WALL - - - -it- /ti �- 13 -' 21. CRAWL SPACES SOIL SURFACES SHALL BE STORAGE U• to SEE CIVIL I STORAGE STORAGE STORAGE s- STORAGE STORAGE STORAGE STORAGE STORAGE Q STO- , ,�- w I COVERED WITH ASOIL-GAS RETARDER MEMBRANE A A5 ie) AS (�, ) . i0 U i• MIN.6 MIL POLYETHYLENE AS PART OFA COMPLETE 24B V 24B A511 A5 A5: �. A A5 A5: Z jZ ■ I ! ■--246 ' r4B ■ • 024B� ,.� 4B . ►• . p A f 0 I I RADON GAS MITIGATION SYSTEM. Ea \ CORRIDOR_ 1 I j cil WALL - N. �_ -_+• _ �� . Cy.- - I O ■ - s U■ � +V+ p_._ �g! _ I'�*-S I _ CORRIDOR® 22. CRAWL SPACE VENTILATION SYSTEM IS BY OTHERS/ � C7 •• --�- -r - - ci -WALL DESIGN BUILD AND SHALL BE PERMITTED UNDER A a I 5' 0" 4' 7" 5' fi" 5'-6" Q Z 5'-6" 3 - 10" ik L3'-6" Z, 4' -0" 6' - I ,, '- ;'- ii ---- ,!' .{' -art-. !- I --- h )t �( i- -* --+1� 1-- 4- I T" o DEFERRED SUBMITTAL. a p,� a. it a II rL a t! 1 0. 4l ;.,-----14. ---T .n 'g� _ N 0 rim CORR�UO� 21 L 21A (221 - -- N 23. SEE DETAIL 7/A8.12 8 8/A$.12 FOR GARAGE OPENER CORRIDOR v �/ 'i � v v vif --i �v 1A 1 ir' a, INFORMATION NE- Ni- CORRIDOR DSS `T �� � � v �� ''�* ° 1� 1 . _ - I 0 .W� 24. SEE DETAIL 5fA8 12 FOR NONRATED WALL WALL _ _ _ 1 r II •� ,'-1--�- in L-1- -- - - �". I' 1 q iV o _ INTERSECTION WITH 1 HR FLOOR/CEILING ABOVE. S) Y _ _r 1 I j' _i. ,,�i, �� ! t •-4 I ! _ � 1 i r- I �f ,1 + LT\ T t C EAI: , I 1 �. � l I.1 09 It .-i1; � , U i l� 22 - .-r I JS, i I `, N c ir 0 so a 1 11 r ,._ ,_, O� O © ! 9 ll 1---- DS r I I �' I 14, 0� --- Ti r }. �4__ i ; , M . .. , - 1 , 00 RECEIVED + i 2 A3.01 .40D _ to 4, A3.02 2 N Cf �lin __ , ,-0 ! ' r � ,-, m >, I I 1 r--, I 1 l O _ 1 A?�R 2 b 2018 `v0 ( ill �2 I ,r- -� -_._- UNIT 2.3 - B Q `;' 3720 N __._.. -- ,. - 20 Q ! ,in N 20 L.r. -:� t r CITY OF _ r A I ___.; r c .� I r ® N BRIAf� .fLEf1�R __ i„, "' aa'l UNIT 2.2 - B UNIT 1.3 - B A, il UNIT 1.4 - B 0 ! - 3kt ® %MAK OR 1 I �1 g F 0 in 1 v- I .u- - -4 ' I' o@ II - ; -! I, Q " ` v iv 1 `�` - l DS v h 0 1 1 I STAIR 2` I © I � „ 1 ._. Z........1.-7.-=4!I ,■d Barri .-�_. "`.-. - !. ion ..gip B mumwo -- it `Y1• , �� • � iv � a DS 3 33 D �', �� DS �_ © - _ .. I - ��.9 I - �. , ,-, Ds '} -.._� I . I -� --- ----a. '- 4 CITY OF TIGARD 11 , 3 3 DS 3 3 I) l ® O 3 DS - �� Approved [X ] NW 11A Alry Y Pp 11 ACri , N 11 A DS iv 6 , �1 �1 I ® 1 • ' See Letter to: Follow n ir - , Conditionals Approved _.4 [ l I 22 Plex r -• -, I %I j p.1 Ii N DS l (�� Attached Permit Number: PLIA;ZO '/-caofq, Basement Floor ,-,, I 1 I I I 2 1 0 /_ t ti SGt�I �aJ� Addres fir]'-t DatS. e:• ��S rI I i>s.az l(� �' By: Plan I ! f / c3314 Cix� UAtk- ) 3L5 ' a I I I I I 1 OFFICE COPY 1 2'- 11/2" 2'-0" 3 ,12" I 1' 3"-\ 1'-2" $112" • 1 1'-1 3 1/2" i 112" 2'-2" 112" s ; 1�" 1'- "��, 1' 0" 3 1J2" 5" 3 i I2 `_ 2'- 3 3!4' 3 112 I i \ 3 112" 'l i 2' -7 3I4"� c 1!2°'. 1�" - { 3 112 1 3 i! l '-0" -0" -2112' 3 0" -fi' -6' -6' -0" ,-0" l5'- 1 1I2" �'-6'.! -6' �'-6' -0„ ,-0., ,. ;113' „ ,, gI f- r!' -/ /� I / ! - / ,Ir�� / - � 0?�911 -6 '-6' "6f- / , �-0"�,3'-0" -0" =0' �'-7J3' 0' -0e -T�'-6 -fi' . 6' #143'-0'/ 1 -0" -7` 1T-9112"/1_ / 13'-7112" r 10'-8" 18'-8112" 10'-6112" - 18'-7112" / 10�'f-9" 5#0?" 11'-5112" 13'-3" 9'-1 1/2" '-411 " 44'-3" 29'_3" 29'-4112" i0'-0" 34'-3112" I I I 1 I I I # Date Revisions Description 6 cr) ! I A3.02 1-1;,7F- February 15,2017 0L Ui worn � cn - - Date (2?' BB, KB,SM rn LE u� le GIr" 8fill Designed By CB i- S -- WY.ZD, DG m PROVIDE KNOX COMPANY - - RAPID ENTRY SYSTEM(S) Drawn By PER EACH BUILDINGS AS v ' APPROVED BY TUALATIN BB, KJ E T VALLEY FIRE AND RESCUE Checked By o . ..-__r_.�_- 17857 mi .,. a m Project Number a' N :'i fl g ? N A2 ■ . U F �_; 1 BASEMENT FLOOR PLAN - heat Number EleCopyright 2016 A2.00 SCALE: 1/8"= 1'-0" If this drawing is less than 24"x 36"it has 5 been raeduced Scale accordingly. tY FLOOR PLAN NOTES 0 51fte.L1.- ruakS 1. ALL DIMENSIONS AND GRIDS ARE TO FACE OF STUD .° - a . e te.,0 •J 1 I �I � ('' _ nV�� �� NOANDTED.GE OF ROUGH OPENING UNLESS OTHERWISE L� 2. FOR ARCHITECTURAL ABBREVIATIONS& SYMBOL LEGEND SEE SHEET A0.01. 13. FOR CONSTRUCTION ASSEMBLY DESCRIPTIONS SEE O SU.-- �� � ) SHEET A1.01 4. SEE BUILDING PLANS FOR TYPE A OR B ICC/ANSI i' - �} ACCESSIBLE DWELLING UNITS. Otak Architects, Inc 0 5e- \5 �' .42_ 5. SEE UNIT PLANS FOR TYPICAL UNIT FLOOR 808 SW 3rd Ave, Suite 300 DIMENSIONS, TYPICAL NOTES, AND WALL ASSEMBLIES. Portland, OR 97204 ism` 6. SEE STAIR SHEETS FOR STAIR DIMENSIONS AND Phone 503.287.6825 ��4J J� OTHER STAIR INFORMATION. Fax 503.415.2304 7. UNLESS OTHERWISE NOTED ALL MECHANICAL DUCTS AT FIRST AND SECOND FLOOR/CEILING 0 � � �`��r f ASSEMBLIES SHALL RUN UNDER 1-HR `-f• © FLOOR/CEILING ASSEMBLY. �}�- 8. MAINTAIN WALL AND FLOOR/CEILING ASSEMBLY �.� �15rCsr -L�' S A4.01 lik RATING AT ALL TUB/SHOWERS. 9.4iik Oa SEE SHEET FOR ROOM FINISH SCHEDULE AND River Terrace East A4 02 FOR DOOR AND WINDOW TYPES AND SCHEDULES- 1 �� �� T. A qv A4.01 10. SEE DETAILS 13/A8.11 AND 14/A6.11 FOR WALL &2-HR WALLS. 0 5�� l� \S A �Vir A3.01 • A� 0 4 11 11. SIDEWALKINTERSECSN DETAILS ANDPATIOSAT SHALL SLOPE AS SHOWN N PLANS. WARP CONCRETE AT WALLS AND .I q `I CCOL COLUMNS AS SHOWN TO FORCE WATER TO MIGRATE 0 Se,,- T'5.fe - -7 d 1 AWAY FROM AND AROUND WITHOUT EXCEEDING ,t' -_ --.__-- ----.. -__- l 150' 11" - --- -- - I / 1.5% MAXIMUM SLOPE SW Roy Rogers Rd. 37•- 11" 10' -0" , 42'- 1 1/2" 57'- 1 1/2" _ �, 12. DETAIL.. COORI]INATE LOCATION IWITH FIRE SHER iNET Tigard, OR 97223 S� sef- -4*g9" .i' " �, MARSHALL AND PROVIDE UL-RATED TYPE ABC FIRE 12'-if - 24'-8112" 5 f" 5 10'-9112 20 -3 10 -71/2" 10 -B' 12'-2 10'- 11' 23'-6112 - .- ---- , / / / .f' - -- / '' EXTINGUISHER WITH 10 POUND NOMINAL CAPACITY 2'-831 " 8'-0" 9" 8'-0" '-3112" 8'-0" I '-0" '-0" 6'-0" 8`-0" 8'-0" 1'-7" 8'-0" 8'-0" _ 8'-0" 8'-0" 3'-4" 8'-0" AND AMMONIUM PHOSPHATE-BASED DRY CHEMICAL X r iL 'r ! ) yr f IN MANUFACTURER'S STANDARD ENAMELED SimS� I • 1'- tG 1/ 3 112" J I 1'- 11"J \f----1°. 1.-3 314" �2'- 1 1/2" CONTAINER �t'-6114" -2'-2" 1'-8112' 13. FOR MECHANICAL SYSTEMS& EQUIPMENT SEE MECHANICAL DESIGN/BUILDING DRAWINGS. i Je� 25 �� I 14. OR ELECTRICAL LIGHTING& EQUIPMENT SEE I I ( I ELECTRICAL DESIGN/BUILDING DRAWINGS. Ste_ �i7� -f'r I 15 FOR FIRE SPRINKLERS SEE FIRE SPRINKLER (120 DESIGN/BUILDING DRAWINGS AS APPROVED BY (--2-- 2 , I FIRE MARSHAL. A5.0' 16. OPERABLE PARTS OF LIGHTING, ENVIRONMENTAL. � � SECURITY CONTROLS AND ELECTRICAL RECEPTACLES SHALL BE MOUNTED BETWEEN 17. ©` �.. _4 ff _61 - , AND 48"ABOVE FINISHED FLOOR AND ELECTRICAL ' DS �� ~ r. - Lam, 15A r�� 15A IC I N ' --r- I ( PANELS TO BE LOCATED WITHIN REACH RANGE OF o ' v I I I J` ��-1 16 A8.04 11f3 10 H cl I ... - IDS `� 11B 48"ABOVE FINISHED FLOOR TO HIGHEST CONTROL West Hills _- '� 4 . i - -� - DS - - S '� _--- - f D; ' \ A6 -- r - - ill AT GROUND FLOOR UNITS. DS I Io � N pU fjo .r. �, N q• D ,� "DS S i la -112-C4- � - "�'DS 17. FOR FLOOR ELEVATIONS SEE SITE DEVELOPMENT'-� 10 A8 A: ' �� A8 - A8 l rDevelo men}:zrr\ / , ,A8 / L / I - - N to 18. SEEDETAILS9/A811AND 10/A8.11 FORA8 jl -N' / ;__UP A8 N\ \ / A8 -�\ N / N / 1©II cn in INFORMATION REGARDING JUNCTION BOX 735 SW 158th Av \ - As A8 - X 0 I X ' '_ 23A , `- / r`1 I X I rr I - PLACEMENT AND DETAIL I1 /A8.11 12/A8.11 FOR �� e., `= __ __ / I / i i^-��^ ® I; x I �' 1] I E 5c. PLUMBING PENETRATIONS FOR ONE AND TWO Beaverton, OR 9 Otte �\ ( 1 �. f CB WOWS ' 1 /( I I X P I �- HOUR RATED WALLS. 5 X � l� - -- - - -W' I� ____ _1_ N , . ! / N I i - 401 - �I X. L . -_ N If __ 1; .. 5 co '&1 19. SEI; 1 1 A8.11 FOR TYPICAL INTERIOR WOOD BOOR r _" __ • �_. �I I / o� I o ' "" STAIR 'i a I �/ _ �I I / i _ - ; FRAME DETAIL (AND HINGE JAMB DIMENSION). • C0 5 I I/ I I /\ -W-' , r / i © o o 11 B 20. SEE ELEVATIONS FOR ALL UNIT VENT LOCATIONS. -` �= - - ~� �- . `"� MECH DESIGN/BUILD TO COORDINATE LOCATIONS OF to ,- - - _= w w 24A w i°Cu 124131-nw w 21A I----1-2). A6 ;O 24A w ;- 24g 24A r 24B ' SDS VENTS AND SOFFITS W!LOCATIONS SHOWN ON 21A - rl r� 24B -' _ cc r;✓ tr N `� 5a n° n M OO_ 24B u,w El w w w w W Q ._, P'ANS P.!1ln ELE�>gTl(�nig AI Srnn/nARn t!F/urS Tn i - v: (I':c�` :,ioI 1 =, I U)./ I W ,' _� _7 5 m a s rZ n O F 11C�---� 11Alco BE GRI=ATI;R THAN 3'-0"FROM ALL OPERABLE `f B #- T f- Y ' �:1 �- U.1 0`=' "D a ° I vi i 11 A - `"' �' 11 1•Ge OPENINGS. ALL GARAGE EXHAUST VENTS SHALL BE N,-j'' STORA c 1-IEi - ,},-- --- - - -I 0 fz W a- -U' GREATER THAN 10'-0"FROM ALL OPERABLE Ds ^1;711 GARAGE 1 GARAGE 2 GARAGE _ Ii , , CLIA (ACCESSIBLE) to 0 o it�� OPENINGS. 23A U� 21A GARAGE 5 GARAGE 6 GARAGE 7 GARAGE 8 GARAGE 9 GARAGE '�Q r A7 �3Z t-��(- „r+c. ur►ti�S) 21 CRAWL SPACES SOIL SURFACES SHALL BE N E--• ^ Y J E ;f��� f AC� GARAGE 4 �KI) U _ ^ t° COVERED WITH A SOIL-GAS RETARDER MEMBRANE lo •4II , A4� 4 45 4 A4 A4 'A4 A4+1 Tii (MIN.fi M!L POLYETHYLENE)AS PART OF A COMPLETE 11A. l `I ` ` /� a� il; ' I' ►� i 0 �� v - - -- 1 20'-7 a c� RADON GAS MITIGATION SYSTEM. CORRIDOR _ _ -lI _ U I --- _ U ���!// i F�1---t` , � � \ "/ 1V r --7/H _• „J _ _ CORRIDOR-0 22. CRAWL SPACE VENTILATION SYSTEM IS BY OTHERS! WALL \ - it - , - - WALL DESIGN BUILD AND SHALL BE PERMITTED UNDER A o a 3'- ►- 21 A u I j1 h t1 Tt• a 77 i I ` 1 II - r s j~ i I - Z r G !> 21A IR 22 Z YL 1E 31 I . i I _ a� o DEFERRED SUBMITTAL. -� °-• 21A a lA o 7- RRIDOR o o. a �• N , ' in fA1 0� c� Ui `� - f - _U�1 �1 lig r .� c1 -_.r 0 C�lrl 110 23. SEEDETAI7/A812& 81A8.12 FOR GARAGE OPENER - _ ivvt..l V 1 v -r- - � u M I CORRIDOR CORRIDOR L-�---- 1♦ �� r ' -. - . WALL 1 _ _ _ INFORMATION ry ko., DS J� _ ra _ - - 1! - _ '� \ - WALL 24. NONRATED WALL ` 11.1 (71 0 Ori f e"i-i '-1 1 L°° _ f B i (- I1=-71/ 11 ) 1l ` i a. i�� g1 1[®1 t:11 1 F -- 81 • _1.:_, -- ;-- rri E4-11::)• B 1 r-1 i Z 1 p INTERSECTION WITH01 HRLOOR/CEILING ABOVE. . 0 , ti f..1:, 42o :. 0 4"/ 12"I- '�.... . [-i Ior • 1:. r•' ! '- i I __- -- - . a y • 1 CO • UP C_ -_J - LDS = . _____ _,:jj--\.,5...., i .=„.. _ , , , ,. __ _ • 1 r , k MIN ,--.----. I , 11A a - 2 A3.01 8.as il I I 1 r 0-4 2 [ j I ( 3 ? ' 7 0-; iv '` 1 A (�_ ` . _ �/ I I _� rill --rpt-- ` v �G _� N BRIAN R.fl,E�t�ER Z N ch �1 - ,. ! 20 I I 3 1 < • 20i I O ; '�-� 2 UNIT 2.2 - A UNIT 1.3 - B . ._) � UNIT 7.4 - B (-5) "` 22 I ; UNIT 2.3 - B •I " • • ' •G 4 A4 1) I 1. r VAN,OR% ' A 11•- - - .e' DS M B3 o o o o ST , I _.. _ NI N kt 1 { ,, ,,, I 5-4 4---,, I DS DS DS _ \J 3 3 3 DS _0 O ! I O O V DS i� 3 O0isi DS 11A © lJ O N �' O O O N N - -- 111A f i �- ( ( titiLI 1 , I ( Mk 22 Rex First N Floor Plan .-7., ROOF BELOW w I o I I a' -0`(� i I I 1 /8" 2'- 1 V2" CC 3 1/2�' 2'- 1 3 1/2" ` 1'- 10 1/r I 2'-7 31 9 1 ,' • t/2" 3 1/2 3 112" 1/2" 3 1/2" 3 112" �3 112" 1 / I (3 112' 3 1!2" .� `-0" '-0";'-21/2' 3 -0" 1 !'-6' -6' -6'1 III -0", '-0" ►'-6'.!'-6' " " 91/4" . /. r t ,,_ �„ ,. f ,3` - 4 -I- . s , '-0 -0� �r -s,� -s,� -s o';A`--o" s / ' -o'�A '-'/ -0" 3'-0� 8 - 1" 3'-3s s'-o" �.. •=3.4?___ 17' - 9 1/2" ___-1' ,I i/2" 9' 8" ___) - 11` 10'-8" 4'-4" 9' 8" 4'-8 1/2".1 12" 10'-8 112" T-3 314" 9'-7 1/2" 10' 9" 5 11' 5 112"Jo 13'-3" 9'- 1 1/2" 1. 4 11 ' je 44'-3" 29'-3" 29'-4 1/2" 1 -8 114" 10'-0" 34'-3 112" - _-_ ( I ,-I }I I I CC Iti ...1 0 i_ _. X XIS37(11 2 04.27.17 Plan Check Responses 1 u�icl) �`� # Date Description ZH Revisions All ...J . ( !!t February 15, 2017 U Date zi w BB, KB, SM m - mz Designed By ' Fp I WY,ZD, DG PROVIDE KNOX COMPANY Drawn By RAPID ENTRY SYSTEM(S) d PER EACH BULIDING AS BB, KJ ED BY TUALATIN 0 VALLEY VFIRE AND RESCUE Checked By E a 17857 5 ,• Project Number c c) • • t `r a N A2101 0 1 0 " , 1 FIRST FLOOR PLAN =-) Sheet Number Copyright 2016 �; ii A2.01 SCALE: 1/8"= 1'-0" if this drawing is less than 24'x 36",it has been reduced Scale accordingly. 4 X O FLOOR PLAN NOTESo a Sheer-�- ���wos I,., • Noi U„Q ` 1. ALL DIMENSIONS AND GRIDS ARE TO FACE OF STUD I u {- (Jt AND EDGE OF ROUGH OPENING UNLESS OTHERWISE NOTED. J 2. FOR ARCHITECTURAL ABBREVIATIONS&SYMBOL • /� ��� • � }/\ LEGEND SEE SHEET A0.01. 3. FOR CONSTRUCTION ASSEMBLY DESCRIPTIONS SEE # SHEET A1.01. Ota k 1 1 I..I tectS Inc 0 $� T 4. SEE BUILDING PLANS FOR TYPE A OR B ICC/ANSI 808 SW 3 d Ave, Suite 300 ACCESSIBLE DWELLING UNITS. 5. SEE UNIT PLANS FOR TYPICAL UNIT FLOOR Portland, OR 97204 DIMENSIONS, TYPICAL NOTES.AND WALL 0 _ 1+3 ASSEMBLIES. I Phone 503.287.6825 . Jt - 6. SEE STAIR SHEETS FOR STAIR DIMENSIONS AND I Fax 503.415.2304 OTHER STAIR INFORMATION. 502_ g..;-512f-- DUCTS AT FIRST AND SECOND FLOOR/CEILING 7 UNLESS OTHERWISE NOTED ALL MECHANICAL ASSEMBLIES SHALL RUN UNDER 1-HR r Set. w © ® I a FLOOR/CEILING ASSEMBLY. +v I � *`� ( 8. MAINTAIN WALL AND FLOOR/CEILING ASSEMBLY A4 01 A4.a2 ` A4 01 RATING AT ALL TUB/SHOWERS. lop 9. SEE SHEET A1.11 FOR ROOM FINISH SCHEDULE AND River Terrace Easy Ste2-r (0 ZH 1 ZB ��U� (L�I�' LJ 10. FOR DOOR AND WINDOW TYPES AND SCHEDULES. SEE DETAILS 131A8.11 AND 14 rAB.i i FOR WALL 4111111 - ) A3.01 INTERSECTION DETAILS AT 1-HR&2-HR WALLS. y' ser ,}�- 11. SIDEWALKS AND PATIOS SHALL SLOPE AS SHOWN f�1 -�"f` A4.l 1 Q M Q ON PLANS. WARP CONCRETE AT WALLS AND 1 �'¢ a COLUMNS AS SHOWN TO FORCE WATER TO MIGRATE a I AWAY FROM AND AROUND WITHOUT EXCEEDING SW Roy Rogers Rd. ;} 9 f�15� T 147' - - SEE1.5% MAXIMUM SLOPE. Tigard. OR 97223 ;c C„ n 4 �- --_ _I 12. SEE 191 A8.11FOR FIRE EXTINGUISHER CABINET 37' - 11" _- __.__ _-�. __ t 10'--0" / _ �_ 42'- 1 112" -- - 5T- 1 112" -- /- DETAIL. COORDINATE LOCATION WITH FIRE MARSHALL AND PROVIDE UL-RATED TYPE ABC FIRE 5� �lrej"' G 12'-9" / 13' 3" X 11'-5112" Silk" 5 10'- 10" 7'-6" 1'-6" 8'-7112" '-7" 10'-7112" 1 " 10'-5112" 12'- 1112" 10'- 11112" 1'-11 4" 8'-7112" 1'- , 4" 11'-8" AND EXTIN U15HERWITH 10POUND NOMINAL CAPACITY �/ ` - �+' - - - -- -- -- ! J� -- i AND AM MPH PHOSPHATE-BASED DRY CHEMICAL )4AMMONIUM OS E 3'-7" 6'-0" f- / 8'- 1" f 3' -0" '-0" /I '-0" '-0" / �3 -0" '-0" _ '-0" 3'-0" 3'-0" '-0" '-0" i---0" .-cc '-O' -0" / '-0" '-0" 3'-0" '-0" 3'-0",.,3'-0" IN NTAINERTURER'SSTANDARDENAMELED of CO J r 3 112"1, 13 FOR MECHANICAL SYSTEMS&EQUIPMENT SEE I Sec_ 12� r' 1d 2'- • #12"-� „' 3 112 f 3 112 � 3 1!2" r 3#12" -2", 3 112" 3 112" 3 a12" / 3 112" 112"-' 2 8 11 ��il2�Ilr , " , „ ,- + MECHANICAL DESIGN/BUILDING DRAWINGS. 5 X14 - �'-5 1/2" # _2" I -(3 9,2 -0 i 4 I 2 - 314 l'_2« Jsit 14. FOR ELECTRICAL LIGHTING&EQUIPMENT SEE - ELECTRICAL DESIGN/BUILDING DRAWINGS. �Z �13� I 1 15. FOR FIRE SPRINKLERS SEE FIRE SPRINKLER 3+ ! DDE SIE N BUILDING DRAWINGS AS APPROVED BY FSHAL. A5 01 16. OPERABLE PARTS OF LIGHTING. ENVIRONMENTAL. �� 111A - ROO BELOW N SECURITY CONTROLS AND ELECTRICAL iv `�- iv I IN, N 11A = RECEPTACLES SHALL BE Mnl INTFD EETWFFN 17 10 i I 1t l I II i i I f I r 1 II 1 I I AND 48"ABOVE FINISHED FLOOR AND ELECTRICAL +� p 3 3 3 -1 - -i� I. CI .� f • �, _ r 11A O PANELS TO BE LOCATED WITHIN REACH RANGE OF VVest Hills ♦ ♦ - - ; W T -- O - -1 f- 1 - - Av - - - - _• - - 410 48"ABOVE FINISHED FLOOR TO HIGHEST CONTROL - + B2 _ - AT GROUND FLOOR UNITS. Development `r 1' 11A j J ; - ` STAIR 1 62 0 '� O E1A �� 1 . ,7. FOR FLOOR ELEVATIONS SEE SITE DEVELOPMENT I - d. 83 > Fl "--Ii.' �� �._ O O _� 1 in `° DRAWING PACKAGE. 1 1 . �- 18. SEE DETAILS 91 A8.11 AND 101 AB.,, FOR 735 SW 158th Ave., IN [... - 0 - - • -- INFORMATION'V REGARDING JUNCTION BOX Beaverton, OR 97006 1 1 1 IO J 4 1 �,.+ 11`F �IYM O PLACEMENT AND DETAIL 11 1 A8.11 , 121 A8.11 FOR i.-. ! ""`" PLUMBING PENETRATIONS FOR ONE AND TWO fO © I�I t I - HOUR RATED WALLS. 1 UNIT 2.4 1 I 21A UNIT 2.5 UNIT 3.1 O5 - - 19. SEE 1 1 A8.11 FOR TYPICAL INTERIOR WOOD DOOR m to �l + I 1 - _ FRAME DETAIL(AND HINGE JAMB DIMENSION). `'' , d) ' - 4120 _ _ r `v' 20.- � ' ( / [ .. _ _ ��� ( - �, �l VENTS AND SOFFITS Wl LGCAT1ONS Si iO+R/N ON �l -ter 00 I ,rirE I I --� 1 i 1� - ROOF BELOW PLANS AND ELEVATIONS. ALL STANDARD VENTS TO _(,), ��_I 1 + �� ' �� I -T 0.\ r_j ` , I i __ __ �� �1 I-_ r % GREATER THAN 3'0"FROM ALL OPE=RABLE ---4) + I OPENINGS. ALL GARAGE EXHAUST VENTS SHALL BE 6 v I : \ I - �± /c8) - . UP ti` `' i I E • t . i' rz 7 1 ; `1' GREATER THAN 10'-0"FROM ALL OPERABLE c.1 I1 - + 1 I - Tr: I I " l OPENINGS. i i , C DN �/ k I ,� �� �"_ I ,1 7,., II I I � 4 i 2�P . -- : 1 �, 21. CRAWL SPACES SOIL SURFACES SHALL BE o f B ` 1 1 I t-.- ` - �! `'' COVERED WITH A SOIL-GAS RETARDER MEMBRANE 1 0I _ 11' i r 1 ` ri �`/ I ID �E --- `� I . _ _ B1 . +'-`+ ' • €, -s fn i '� 81 L-�_- i� i - _ _ (2 {MIN.6 MEL POLYETHYLENE}AS PART OF A COMPLETE CORRIDOR ( 1� € ©I i N CORRIDOR RADON GAS MITIGATION SYSTEM. WALL ' .�o- IN 1 L-._..- I I _- i�_ I e ----1--- - N ♦ _ WALL 22. CRAWL SPACE VENTILATION SYSTEM 1S BY OTHERS/ b `� " --- i l 20 �»✓ _�__ - kl1A CORRIDOR 22 21A I..__IL }L.. 1 1 b u' - DESIGN BUILD AND SHALL BE PERMITTED UNDER A 's' 11A -• 21A 21A' !_ 21A eiP20 1 r b DEFERRED SUBMITTAL. CORRIDOR v + I `' I ' 1 1 _ © r, - CORRIDOR 23. SEE DETAIL 7/A8.12& 8/A8.12 FOR GARAGE OPENER WALL - \ '��-- - -_ - ` .._ Li, - 1 e _ - _ / - - - - WALL INFORMATION �. I t . 1 C _i_ E l- }I t s_-,.--.�--- ' E i '( T {'� - 0 24. SEE DETAIL 5/A8.12 FOR NONRATED WALL r ! 1 11 1 3! --- Al �'C3� -J I i-� 1 `1 L I�1� !( 1 1 , I` �� P .s-- { ` f 1 ti ! + I € B1 I II _ {� V‘in I A11 A-- B ,I 7 20' 7" - 411 I c•� INTERSECTION WITH 1 HR FLOOR/CEILING ABOVE. 41) I0 a 0 °-'I GO 1�' �J '-'1-1 0 0711) UP CIN .5 , co ti • I - '' /;[ \ �r I ( 't ) 1 C)i----7 _ - I-- , i 'I 4 iVIi 1A 1.. - i ., - TI I E- r- } _ _ _ �_ r�-i _r ►---11 ' 2 A3.01O.D ; e j A3.02 2 I ] r � 5 I0 I 'I w �. + N I co I 7 (' ,. r' ,, i - 3 �' i� l fir. 3720 N - �. �. r - i f _ � � •f - y,. • -r� UNIT 2.3 1:07 N BRIAN R.FLEENERfl 2 UNIT 2.2 ?� -+ UNIT 1.3 [20 UNIT 1.4 1 _ I - - • ( I I CD ca r PORTLAND,OR 1- .. i -472.1 - .. 7 r.,t . i. '-�__1 1� # s Lr--� 1 1 STAIR 2 f ( 0 B3 1 ` NM c32 o C� a ijEo 0 0 r-- - „A• i � o - , I ` �� I -- a i kr --14'1 :-Cl C') - l __. - .I+I - - - ' -� - k - -�- - - - -'► - 4 132 1 Bz +_� - If a - 1 ! O Ei III, O _! 1 n a rti 1 _1".. ".111•" CI ArA I'I , O �/ I O O O 0 k •-_' _(i, f-'1i r n LI- + , 11A [\�3 3 O N N ,® 0 O 11A c.1 iv O O1 L,1L/1 'T I '�7 N �I 4 !! T 1 -. 1 1 i I ` r f I I lin„I I I I_ I _� Rex i i�r'�v� °' r I 11 1 I 11A LL Plex eco ilk N ' I I I I `A5°��' ` Floor Plan 1 O I -N 3 1 - = 114' 3 112". ., 3 112" 3 1/2" , 3 1/2 ---..\\ 3 1 11 9,1:2'r i/2" 3 , 3 112 3 912' 112" 2'- r 314" 2 ` 2'-7' 2'-731 -8, -0" -2112 '-0" B'1•.'-6'I,'-6' 0"41(3'-0" 9 4._v_6^ 2'- 9 i!2'l 3'-0" 3'-0" -23'-0' 6' - 6'. 6' 3'-0" 3'-0" 3'-0"j3'-0" Il 3'-0" 3'-0" 1 " 8'- 1" f 6'-0" '3'-3" !..•_2_; 1T-9112" 1'- /2" 9'-8" '- 11/ 10'-8" / 4'-4" i 9'-8" /4'-8112', 10'-6112 T-3314" -9' -7112" 1' 8 • 4,. ,0'-9" - 5112"-, 11'-5112" 13'-3" 9'- 1 1/2" �3'-4112" ._ 44'-3" / 29'-3" , 29'-4112" 10'-0" - 34'-3112" I I I l I I 1 I lagr so 1 I # Date Description 40 L < xi Q x H Revisions tt rn W U) cn A3.02 February 15, 2017 19 410 Date TA BB,KB, SM u Designed By tii• 'o WY.ZD,DG `m ' Drawn By E • --Co - BB, KJ a =_ Checked By E . a 17857 --5, Project Number m T.,-_, ;1 N N A2 . 02 " ' Sheet Number 1 SECOND FLOOR PLANEP _T 6 Copyright 2016 I A2 02 SCALE: 1/8"= 1-0" it this drawing is less than 2-r x 36',s has .� been reduced. Scale accordingly. m X 10 5 te\P_-c-[.- Seino\--e_S FLOOR PLAN NOTES o a ii,.) 1. ALL DIMENSIONS AND GRIDS ARE TO FACE OF STUD No-I" US AND EDGE OF ROUGH OPENING UNLESS OTHERWISE NOTED. ., 2. FOR ARCHITECTURAL ABBREVIATIONS& SYMBOL LEGEND SEE SHEET A0.01. V_- 3. FOR CONSTRUCTION ASSEMBLY DESCRIPTIONS SEE i�•F� \�� I SHEET A1.01. 4. SEE BUILDING PLANS FOR TYPE A OR B ICC/ANSI Otak Architects, Inc 0 See, 'R.-sof- ZACCESSIBLE DWELLING UNITS. 5. SEE UNIT PLANS FOR TYPICAL UNIT FLOOR 808 SW 3rd Ave, Suite 300 DIMENSIONS, TYPICAL NOTES,AND WALL Portland, OR 97204 1 �-1 Sep ti - r' -4 3 ASSEMBLIES. Phone 503.287.6825 (�+�/) 6. SEE STAIR SHEETS FOR STAIR DIMENSIONS AND OTHER STAIR INFORMATION. Fax 503.415.2304 �T -41- 7. UNLESS OTHERWISE NOTED ALL MECHANICAL © 5o DUCTS AT FIRST AND SECOND FLOOR/CEILING • ASSEMBLIES SHALL RUN UNDER 1-HR FLOOR/CEILING ASSEMBLY. (D5e.t.-W‘ erS8. MAINTAINWALL AIV/ FLOOR/CE{LING ASSEMBLY RATING AT ALL TUB/SHOWERS. A4.01 9. SEE SHEET Al.11 FOR ROOM FINISH SCHEDULE AND River Terrace East FOR 0 5C� 6Se.C+ ?? / i 10 SEE D�Al SR N 13 D / 8D0ANDP45A81 FOR WALLAND S k---P < ZB LD A3.010 © �© J INTERSECTION DETAILS AT 1-HR&2-HR WALLS. } ` A4.11 `� A4.01 11. SIDEWALKS AND PATIOS SHALL SLOPE AS SHOWN �y S�� l�e� ��a � ON PLANS.WARP CONCRETE AT WALLS AND (LK=/) 1 a-1 r r COLUMNS AS SHOWN TO FORCE WATER TO MIGRATE WC) w d < AWAY FROM AND AROUND WITHOUT EXCEEDING SW Roy Rogers Rd. I 1.5% MAXIMUM SLOPE. 0 5 e-12.-. TIN 5Se - _]�. Q _ __.--•-_ -.-. --1-. - 147'-2" - I - - 12. SEE 19/A8.11FOR FIRE EXTINGUISHER CABINET Tigard, OR 97223 -}-t [} DETAIL. COORDI�:ATE LOCATIOI I:AhIT4d GIPS 3T-„" - 10'-0" 42'-1 ,!2" / 5T-, 112" - / MARSHALL AND PROVIDE UL-RATED TYPE ABC FIRE �� ����- Q 12'-9" 13'-3" 17'-5112" 10'-9712" T-6112" 8'-7112" 10'-71;21 10'-6" • 12'-2" 10'- 17" 8'-7112" 71'-8 ,12" EXTINGUISHER WITH 10 POUND NOMINAL CAPACITY �O _// / / / / / -f _._ f AND AMMONIUM PHOSPHATE BASED DRY CHEMICAL 1 5 1/2" 5 1/2" NI IN MANUFACTURER'S STANDARD ENAMELED 1'-6" 2'-7" 1'-113!4" CONTAINER 1'-2314" l Se \ 1._{-�- 10 3`-8" 6'-0" 8'- !" 4 / �3'-0" 3'-0" 1 3'-0" •-0" r i3'-0" '_0'/ / J /3'-0' / �3'-0' 0'f / y3 0 '3 0" / -0"y.3'-0" _3 -011 '-0" 3._0" 0"ie 0'y 3 -0' 3'-0" 0" 0' 13 MECHANICALIDESIGNBUICAL LIDINGDRAWINGSS& EQUIPMENT SEE -t`r ,r_ r / 3 1/24 IF • 3 1/2' I 3 1!2" I t; 1 if t� 3 112" r I14. FOR ELECTRICAL LIGHTING& EQUIPMENT SEE 2'-4 112" 21-9"� 2'- • 3/4„ 2'-5 /2'� 2 -4"/ 3 ,12 3 ,12 / 31/2"13112"' J 3112 ! I �J ,- .� 2 12 31 ELECTRICAL DESIGN/BUILDING DRAWINGS. 12 �j Le 1 i5L' I , 2'-2' 2' 6 1/2 2'-3 3/4" 115. FOR FIRE SPRINKLERS SEE FIRE SPRINKLER Alli DES1GNIBUILDING DRAWINGS AS APPROVED BY FIRE MARSHAL. VW 16. OPERABLE PARTS OF LIGHTING, ENVIRONMENTAL, SECURITY CONTROLS AND ELECTRICAL al 1 RECEPTACLES SHALL BE MOUNTED BETWEEN 17. ' I 6111 1i �1' , I r " 1u *- ANID 48"ABOVE FINISHED FLOOR AND ELECTIRICAL J 11I11I - PANELST�7 BCLOCATE=D VViTHINtZEACN RANGE OF © } �+��a33311 701 �� a 114 11A a I48"ABOVE CL H����7 - - - - -- - " ' - - - 7 O - - -- s `- -, SrV If - -_ - \ - AT GROUND(FLOOR UNITS. TO HIGHEST CONTROL it C L. O J O - „A - Development � - �,,_ �....,".. . STAIR - 0 _ t 17. FOR FLOOR ELEVATIONS SEE SITE DEVELOPMENT i n co DRAWING PACKAGE. Q 11A I- OPEN TO V 0 [ 1 18. SEE DETAILS 9/A8.11 AND 101A8.11 FOR 735 SW 158th Ave. I Z'') INFORMATION REGARDING JUNCTION BOX ^ a 7 -1tz BELOW Lr.■,��r�r..r� •[= -� w 11 A i Ail I 1 5 . PLACEMENT AND DETAIL 11 /A8.11 , 121 A8.11 FOR Beaverton, OR 970 5 V PLUMBING PENETRATIONS FOR ONE AND TWO 3 ; 5 HOUR RATED WALLS. -. 20 19_ SEE 1 1 A8.11 FOR TYPICAL INTERIOR WOOD DOOR •a _ - 11 i 21A r+ II:3* FRAMEDETAIL(ANDHINGEJAMBDIMENSION).� �, UNtT 2.5 UNIT 3.'I-, OUNIT 2.4 1' ' r -i N M 20. SEE ELEVATIONS FOR ALL UNIT VENT LOCATIONS. Lil En r Il--1 �` \ - ‘ M MECH DESIGNIBUILD TOA COORDINATE LOCATIONS OF (NI �D n ___ _-_ �_, ��-- !!! f, l .---1 f 1 11A cv VENTS AND SOFFITS W/LOCATIONS SHOWN ON _ �--� t --� W I I I '-' --' t i^^^ � -- `0 .1 PLANS AND ELEVATIONS. ALL STANDARD VENTS TO O4D ""-"�"",„=„ 4 _ _____ " I �� I ���t~ +� -� N BE GREATER THAN 3'-0"FROM ALL OPERABLE `'� -_- _ • _, l ,� + i I ' CHD � I OPENINGS. ALL GARAGE EXHAUST VENTS SHALL BE ___ --------- �1-y' =,�' jr;:\ I 1 ` GREATER THAN 10'-0"FROM ALL OPERABLE _•zr .. ,1A I I - I ; DN - ]� t�-�-•i_= i , . -/'' t�� e f �' t i i `� ` ch h i O ' Cgl ; {r�. j l I Q tP /� i �•.� 8 I 1 r - i 1 r� 1 IZ . 21. CRAWL SPACES SOIL SURFACES SHALL BE I i -fir-` I I / __ , t o I � _ 21 . r_ , Ii i Q COVERED WITH ASOIL-GAS RETARDER MEMBRANE ;_ + [--1 • • •. ! �1 11 , In° l / ------- + f MIN.6 MIL POLYETHYLENE AS PART OF A COMPLETE ,-�.� - -_ Q ITS- 1 i:-.=--- 1 , - , , r , I • ' t CORRIDOR --; I- jr._ I Iy � r- �J I J l �0p ©� I 1 I�� ( = �.-/ _-'I I 11 ,L= �---! ILlo- N CORRIDOR RADON GAS MITIGATION SYSTEM. 0 WALL \ • `�-�` - ,- �- - �s INIMINNL I I 1 _ - -�♦ r� i WALL W 22. CRAWL SPACE VENTILATION SYSTEM 1S BY OTHERS/ ii b m 20 - I I - o 'n DESIGN BUILD AND SHALL BE PERMITTED UNDER A r ,�=-r ' 1r 21A 21A 21A 21A 2A1 CORRIDOR 21A 22 21Aq). , \� DEFERRED SUBMITTAL. ® - - 20 - _ 23. SEE DETAIL 71A8.12& 8IA8.12 FOR GARAGE OPENER CORRIDOR � �r ~� 1�I Ell t„_,_..� --- � Q � � - - - - cr 'L ♦ - - INFORMATION �- I1--i- Lai , CORRIDORA WALL v o 1© L i -...I -.,r• , , --•-- l 24, SEE DETAIL 5/A8.12 FOR NONRATED WALL i rD f --- ,� f ' �^ : I -1,------- L� _ �_ I �� IL s--�- �' 1 (� i �� `v INTERSECTION ti rTFLOOR/CEILINGw r I_ -- U I -� _ r u , r--- �, I r U 22 11 n, N , NIR A..O\E. t.1 -__..0 t , . to,: ♦t-JJ/ I I 0 r �1 l /�\ 3 \ N '0 I, L. I .1. 00 ' _ 1 J. ti--: QC ,. ..1 sat> , .., _ iNa l ' _____ . . ..-- _.t -__ ____._ -1-5 - , ,...___________„__,... z 71A • I , q) i • JC - - r - I „, i L--� CV 2 A3.01 , 4 P-1 N M A3.o2 2 I tJ ' �; 1 �.d ' - _ �� I ��S! •---'*----. I �� /� r� N ; 'I i i �-IL] hI _ UNIT 2,3 (l4, . --_- 72� N N �CO ill _ ) ' II � I� I\ ♦ \� M NB�IArI R,fLEEfiiftZ20 I :I-7 r. 0 UNIT 2.2 20 UNIT 1.3 1 1 UNIT 1.4 •= 220 • 1 - - r I `° t A4.11 NIP - i r Pt1RnAND,OR E11/441. h STAIR 2� ' I - - ',`"`� - -V----••- ' OPEN TO ! of o" el I - a0 0" a BELOW - (- r: _ � . Al-41- ---- 114 I11A'gc • 0 e . 19 ' 0 o _ o ot.,. :=,._i_.3L.,____.r- t?‘.--it. loo 41-1' 11-1 r ! i (-1" v - R -- - I I - ,- �11A71A I ,11 • II M► 22 Rex Third ,, Floor Plan . 1 I o � 1 I 3 -8" It_7314" 2'-2712" 2' • , 1/2' 2' 3/4" -2'-7" 3 1/2" 3 112 " (7 31/2' 3112" 31!2' 3 -4114" 3112' t3112 .31f2" (35314"iii 303 -021!23 -0 -03047114 -0 _31/2 3'-0" -0" .-0 6'-43I4" '-0" 3,-0" 3'-0" -0" 3'-0" ( if_ 3 -0",: '-0" I 3'-0",i3.-0" I '-0" -0" -0" I3'-0" 6'-0" 3'-3" 2'-2" 31'-5" 10'-8" 18'-8112" 10'-61/2" 18'-71/2" ,0'-9" 5112",r 1,'-5112" 13'-3" 9'- 1112" �- 3' 4112„ 44'-3" / 29' -3" / 29'-41/2" 10'-0" 34'-3112" I i IL. ¢a ¢ Q 1 xcc `Imo- CY X at- # Date Description I CO ddigi Ili W u; .] Revisions cn 111) CO A3.02 . 411) February 15, 2017 Date ., iii BB, KB, SM w Designed By c' • L WY,ZD, DG s Drawn By Ccd BB, KJ Checked By ~� a 17857 ta • Project Number c y, y• I 03 vi N A2 . 03 D 5 (.--,-m Ci Sheet Number iv THIRD FLOOR PLAN 1 Copyright 2015 it A2 03 f SCALE: 1/8"= 1'-0" / If this drawing is less than 24"x 36",it has 1� i been reduced. Scale accordingly. w CC