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Plans (2) PLM2O18-00196 FLOOR PLAN NOTES 1. ALL DIMENSIONS AND GRIDS ARE TO FACE OF STUD L. AND EDGE OF ROUGH OPENING UNLESS o a OTHERWISE NOTED- 2. FOR ARCHITECTURAL ABBREVIATIONS& SYMBOL ' 0 5� I�Le,yAO S LEGEND SEE SHEET AO 01 SGS G� t ! ���` � � � �� 6evkefail 3. FOR CONSTRUCTION ASSEMBLY DESCRIPTIONS /� 1 5� �.� Xo-kS SEE SHEET A1.01. ��I ') 4. SEE PLANS FOR TYPE A OR B ICC/ANSI n 1 , ` ( �) ACCESSIBLE DWELLING UNITS. Seg- .i5 tr L W�l? 5 1{ `/) -_ip I v- L I � 20 11 5 DIME UNIT PLANS FOR NOTES, UNIT FLOOR Otak Architects, Inc I (�'vl DIMENSIONS. TYPICAL NOTES, AND WALL Or n o bl S `i ASSEMBLIES 808 SW 3rd Ave, Suite 300 1 � � � �(N'/ � � 6. SEE STAIR SHEETS FOR STAIR DIMENSIONS AND 4 n 5y._ �� Z1� "�' UNLESS OTHER STAIR INFORMATION PhonePortls 503.8 nd, OR76825 (��J} 7. UNLESS OTHERWISE NOTED ALL MECHANICAL DUCTS AT FIRST AND SECOND FLOOR/CEILING FaX 503-� 5.2304 ASSEMBLIES SHALL RUN UNDER 1-HR Sem 3-6 er 3 F, OOR/CEIL!NG ASSEMBLY 8 MAINTAIN WALL AND FLOOR/CEILING ASSEMBLY RATING AT ALL TUB/SHOWERS. �� .�.,S� r . . 1 9 SEE SHEET A1.11 FOR ROOM FINISH SCHEDULE AND 0 �i +-• FOR DOOR AND WINDOW TYPES AND SCHEDULES 10 SEE DETAILS 13 AND 141&8 11 FOR WALL River Terrace East 0 �� C INTERSECTION DETAILS AT 1-HR&2-HR WALLS 11. SIDEWALKS AND PATIOS SHALL SLOPE AS SHOWN ON PLANS. WARP CONCRETE AT WALLS AND COLUMNS AS SHOWN TO FORCE WATER TO MIGRATE AWAY FROM AND AROUND WITHOUT 07 .}-�- 7 EXCEEDING 1.5% MAXIMUM SLOPE_ 12.12. SEE 191A8.11FOR FIRE EXTINGUISHER CABINET DETAIL- COORDINATE LOCATION WITH FIRE SW Roy Rogers Rd. f''\ / \ MARSHALL AND PROVIDE UL-RATED TYPE ABC FIRE Tigard, OR 97223 / 1 0 `' sQ1 1 �y 5tI A r rC`� \ / 1 E EXTINGUISHER WITH 1O POUND NOMINAL CAPACITY g YA �[� �� A3A1 .1 AND At,AMONIUrvi PHOSPHATE-BASED URY CHEMICAL (330 F x-4vrC, ung l 1 IN MANUFACTURER'S STANDARD ENAMELED J y-. CONTAINER ¢ l Q 1 --.-J A4.01 13 FOR MECHANICAL SYSTEMS& EQUIPMENT SEE A4.0l i i r- w;ua QIQ SIM MECHANICAL DESIGN/BUILDING DRAWINGS. I al 14. FOR ELECTRICAL LIGHTING& EQUIPMENT SEE I I �� ELECTRICAL DESIGN/BUILDING DRAWINGS. I I i 15 FOR FIRE SPRINKLERS SEE FIRE SPRINKLER I DESIGN/BUILDING DRAWINGS AS APPROVED BY 147-2" MARSHAL. ��-' 37'- 11" i 10'-0" 11'-3" 20'-3" 10.-7 1/2" 1 4" 10-4314" 12'-2" 10'- 11" 23'-6 112" 16 OPERABLEFIRE PARTS OF LIGHTING, ENVIRONMENTAL. ,�.. _ ,f -0' X .-. - SECURITY CONTROLS AND ELECTRICAL 12'-9" 12'-9" 11'- 11 1/2" 7-6" 15'-3" 10'- 10" 10'-9" 11-8 1/2" 11'-4 Ur 11-4" RECEPTACLES SHALL BE MOUNTED BETWEEN 17- - - --lit 0 I / , o - I AND 48"ABOVE FINISHED FLOOR AND ELECTRICAL 8'-0" 8'-0" 8'-0" 3 0"43'-0" 6'-0" 5'-2114" 8'-0" 8'-0" PANELS TO BE LOCATED WITHIN REACH RANGE OF ----1:2y j �,�,y y �y, 48"ABOVE FINISHED FLOOR TO HIGHEST CONTROL 2'-?3/4"2-77-t2'. 1ry ! 4' p fi4 r 4" 3 ,124 f 11 IJ f! 1 I 1:11k i 0'jI 2'-2 1/4" i I 2'-0 3/4"- AT GROUND FLOOR UNITS 17. FOR FLOOR ELEVATIONS SEE SITE DEVELOPMENT WeS Hills DRAWING PACKAGE. ' I © SIMgok SIM1 18. SEE DETAILS 9/A8.11 AND 101 A8.11 FOR 1'-5 1!2" 1'-4 112" }I , INFORMATION REGARDING JUNCTION BOXeveoilmen l 1 • 8'-0" 1'- 1 8'-0" 1'- 11We PLACEMENT AND DETAIL 11 1 A8 11 12!A8.11 FOR ° t - -- _--- - I r' PLUMBING PENETRATIONS FOR ONE AND TWO 735 SW 158th Ave- • - r t1uI F- HOUR RATED WALLS.f, ok 11Rs A8.04 4_� - - - - - - - - 19. SEEMt 1A8.11 FOR TYPICAL INTERIOR WOOD DOOR Beaverton, OR 97006 rrr FRAME DETAIL(AND HINGE JAMB DIMENSION}_ �I A8 A8- -]-j - - hi._ ' -- 1�O A r, A8 A _ - -'� - �� - AS i 020 SEE ELEVATIONS FOR ALL UNIT VENT LOCATIONS MECH DESIGN/BUILD TO COORDINATE LOCATIONS A8 - I I i \ / I i UP A5 i • / _ A8 r' I / A8 r \ / I I \ / I OF VENTS AND AND SOFFITS SW/ LOCATIONS SHOWN VENTS ON i-- . X XE], STAIR 1 I X /sIM X X X \ I ! / I I / I , TO BE GREATER THAN 3'-0"FROM ALL OPERABLE I /-IV) / ! 7 f 2 I / N. \ / I \ { / OPENINGS ALL GARAGE EXHAUST VENTS SHALL ,\', 4 13 BE GREATER THAN 10'-0" FROM ALL OPERABLE / r OPENINGS VL/ : / 24A i ® I ( \ `�" co 21 CRAWL SPACES SOIL SURFACES SHALL BE k r `- 248 • -. . 'I - �„ �'? 201 COVERED WITH A SOIL GAS RETARDER MEMBRANE r--246 248 22 - p Ui, i F,", CL, I 20 248 246 _ ;n A3 (MIN. 6 MIL POLYETHYLENE)AS PART OF A ein. I E z AFj` �I m I rr-248 .--1246 -] �e O I COMPLETE RADON GAS MITIGATION SYSTEM. RAGE 1 GARAGE 2 GARAGE 3 I Jo t Y 1 �I■� GARAGE a GA`GE 5 GARAGE 6 GARAGE 7 GARAGE 8 GARAGE 9 GARAGE 10 - a i 22 CRAWL SPACE VENTILATION SYSTEM 1S BY OTHERS m ac ." `� ' 11 AND BEFALL BE PERMITTED UNDER A DEFERRED ® a m , 1A +� _ © `J _ / 1 n r~ SUBMITTAL. A3.02 2 I v 22 Ho I irz_ii, , , `A7 a L. L . 'T 23 SEE DETAIL 7/A8.12& 8/A8.12 FOR GARAGE OPENER " inkkhSIM I '-✓ i ; ' PAINTEDOW ' / +���-, /� G INFORMATION • J V 24. SEE DETAIL 5/A8 12 FOR NONRATED WALL N I A4 4 ® A ® 5 I - \ STRIPING © 1 Apa 1. , ( quo �'- (• (t„ u�k�5 INTERSECTION WITH 1 HR FLOOR/CEILING ABOVE_ 01 I --, (1) 1 30 ELM I OP _ - j �rrrr I © _ _ { a _G) - % CORRIDOR WALL +n' ` f U r I t1 ll W 1Q I - �1 - "n J - CORK! R - �: a D r in: in B2 I -0114" - lU ' 114" 2'- ' 314" -11� '-1 1/4" 2'- 1 1 2 931 " 3' 7" '-5 114" 4 4" l '-4 112 i 63 �n , fi ' +f - CORRIDOR • 5 1. r4 t �, WALLC �V � SEE CIVIL / l 5 �• r___,- . '� A5 5 5 ��,� i 4 Ir A5 . A �A :A •�A5 A5 ! • I FOR RETAINING _ 1 • ^ T 1 ----- RETAINING WALL . 'ir WALL STORAGE STORAGE 24B STORAGE STORAGE STORA STORAGE r STORAGE S DRAG STORAGE STORAGE STORAGE TORAGE STORAGE SEE CIVIL PLANS t 1 APR 25 20183720 �.. . ['1 I `. ,�� • ' .._.� . CI'T`Y OFT�GIeR,[.1 BRIAN R.ME ITER 2s ` I, zs 5 ``oiii © 26 26 ACCESS ,,,"\\L"-- oI BUILDINGDIVISION • • t ACCESS A8.11 a HATCH __.. . z O 2'X2' -_) BOTTOM OF � , ry O HATCH " 1 - TYP .. w .. _ a0+•' SLOPE '" I N' 1 12 -6 3/4" 16' -7 1/_'. Q 24 x 24 9 3 112 9 3 11 3 9 1 9' 2" 10 - 9 10 4 1/2" 12 0 112" 12'-9" �y OF 0`.ke ,� ` -6.0----:... ,f`1- EXHAUST # * - r" . jelC ,.►- - ,�. - -- - - .1^ hi 11' - t' FAN CRAWL SPACE TOP OF SLOPE ` EXHAUST • ., FAN r, M1 I WOOD FRAME j 1 CITY OF TIGARD SHEAR WALLS- , - • ' SEE STRUCT Approved ] 4 • , I Conditionally Approved [ ] 21 Plex di , - See Letter to: Follow [ ] N I ! I - I 34 I Permit Number: f4 1R-Atiached BasementFloor n, Address: --SX 'I _`;-Li.1. 16- Ackk: 6 By: CO kvi Dater-1O-cit Plan m p I { 2Idl , 0 I All lib,lib, I 1-}1 1 Svv Srr�t3do lx SA-. � Yn u_< o_ LIJ U) U.1 U)0QFFICE COPY , 0 CO -JI . . a 1 PROVIDE KNOX COMPANY # Date Description m NRAPID ENTRY SYSTEMIS} • Q1 �' PER EACH BUILDINGS AS Revisions -- - -T - - A3 02 ) APPROVED BY TUALATIN u . % VALLEY FIRE AND RESCUE JANUARY 12.2017 -- co -- Date 0 U BB, KB, SM was Designed By a, TWY,ZD Iii Drawn By I-- a)" BB, KJ Checked By c 7 17857 8 Project Numbero 4 iv cry ‘5 A2 . 00 5. (T\ ) Sheet Number ci BASEMENT FLOOR PLAN Copyright 2016 it this drawing is less than 24"x 36" a has a � A2.00 SCALE' 118"= 1'-D" N been reduced Scale accordingly d FLOOR PLAN NOTES o a 1. ALL DIMENSIONS AND GRIDS ARE TO FACE OF STUD AND EDGE OF ROUGH OPENING UNLESS OTHERWISE NOTED. 2. FOR ARCHITECTURAL ABBREVIATIONS&SYMBOL LEGEND SEE SHEET A0.01. 0 SIAttl- v viO 1-t5 3. FOR CONSTRUCTION ASSEMBLY DESCRIPTIONS SEE SHEET A1.01. 4. SEE PLANS FOR TYPE A OR B ICC/ANSI 3 Vol- U5 ACCESSIBLE DWELLING UNITS. Otak Architects, Inc 5. SEE UNIT PLANS FOR TYPICAL UNIT FLOOR DIMENSIONS,TYPICAL NOTES,AND WALL 808 SW 3rd Ave, Suite 300 ASSEMBLIES. Portland, OR 97204 T. 5e_e- T1 6. SEE STAIR SHEETS FOR STAIR DIMENSIONS AND OTHER STAIR INFORMATION. Phone 503.287.6825 7. UNLESS OTHERWISE NOTED ALL MECHANICAL Fax 503.415.2304 /� ��� ��� � � DUCTS AT FIRST AND SECOND FLOOR/CEILING (`�--�} ASSEMBLIES SHALL RUN UNDER 1-HR FLOOR/CEILING ASSEMBLY. 5 e� �5�' 8. MAINTAIN WALL AND FLOOR/CEILING ASSEMBLY 3RATING AT ALL TUB/SHOWERS. 9. SEE SHEET1 FOR ROOM FINISH SCHEDULE AND Rover Terrace East FOR DOOR ANDND WINDOW TYPES AND SCHEDULES. 10. SEE DETAILS 131 A8.11 AND 14/A8.11 FOR WALL # L4 INTERSECTION DETAILS AT 1-HR&2-HR WALLS. `--' �� �� 11. SIDEWALKS AND PATIOS SHALL SLOPE AS SHOWN 0COLU5e-e- R�5�_ ' ON PLANS. WARP CONCRETE AT WALLS AND MNS AS SHOWN TO FORCE WATER TO MIGRATE AWAY FROM AND AROUND WITHOUT EXCEEDING 1.5% MAXIMUM SLOPE. SW Roy Rogers Rd. AI 12. SEE 191 A8.11 FOR FIRE EXTINGUISHER CABINET K:D 5e.e, 1ZZSer 4c, 2 (- v A4 01 (Th DETAIL-COORDINATE LOCATION WITH FIRE Tigard, OR 97223 MARSHALL AND J QT) ` r Q19 EXNGU SHER WIRH 10 POUND NOMINAL CAPACITY OVIDE UL-RATED TYPE ABC FIRE Y /�/ A401 A3 Q1 5� R���- 7 SIM SIM AND AMMONIUM PHOSPHATE-BASED DRY CHEMICAL �'�/ 3Ami IN MANUFACTURER'S STANDARD ENAMELED it ec w r- x in 1 CONTAINER A4.t 1 )11' a < ®� 13 FOR MECHANICAL SYSTEMS&EQUIPMENT SEE r r MECHANICAL DESIGN/BUILDING DRAWINGS. II 147-2" I I 14. FOR ELECTRICAL LIGHTING&EQUIPMENT SEE �, - - --- -_ -- -- A' ELECTRICAL DESIGN/BUILDING DRAWINGS. 37'- 11" 10'-0" ' 42' 2 3/4" 57-0114" 4- 15. FOR FIRE SPRINKLERS SEE FIRE SPRINKLER r 5 112" S 112" " " " " /4" DESIGN/BUILDING DRAWINGS AS APPROVED BY 12' -9' 13'-3" 11 -5112" 10'-9112 7-6112" 1 - 8 -712 T 10-71/2" 1 4 10 -4314' 12 -2 10 - 11 1'-11 ,4 8'-8' 1'- . 11'-8112" --e / / 4' P F e j .0 FIRE MARSHAL. y 8' 0" '_trip'_0" 7" '-0" '-0 -4" '-0" '-0" .-0" '_0'. 0" ._0" ,_0" ,_EY' ,_0" 0" _0" r- 11" '-0" '-0'. 0" '_0" '_0« '_0" ,-0" '-0". 16. OPERABLE PARTS OF LIGHTING, ENVIRONMENTAL, _� -I 3 10- , 3 112" 3 12 3112 1'- 1 r 3/4"r 3 112" / / / r SECURITY CONTROLS AND ELECTRICAL 3' - 9 114" _ 2 " 2'-I2 3/4'� 3 1/2" 3 112" 2'-0 112"J 3 112"' 3 112" 2' 3 314" 112" '-2 1/4 3112" 2' 6 1 ." 3112" RECEPTACLES SHALL BE MOUNTED BETWEEN 17. I j I 1 AND 48"ABOVE FINISHED FLOOR AND ELECTRICAL I J 3 ll , ; I , I PANELS TO BE LOCATED WITHIN REACH RANGE OF ! A5.0 I 48"ABOVE FINISHED FLOOR TO HIGHEST CONTROL West Hills AT GROUND FLOOR UNITS. G ( 11 SIM 17. FOR FLOOR ELEVATIONS SEE SITE DEVELOPMENT I I 4 DRAWING PACKAGE. Development 11: ! , 18. SEE DETAILS 9/A8.11 AND 101 A8.11 FOR • INFORMATION REGARDING JUNCTION BOx - I Q 735 SW 158th Ave., / v PLACEMENT AND DETAIL 11 /A8.1 i 121 A8.t 1 FOR - - _y 1 1 I o 1 1 PLUMBING PENETRATIONS FOR ONE AND TWO Beaverton, OR 97006 la i I J .1.--it. d y .. _ �'� o - T I - _ 11-011c D O - - e 0 - - � - r CI HOUR RATED WALLS. vgic _-- 1--+- I.- •' iv - , q ^ T STAIR O i /� - I �� _� �� _ �, .� �\ 19. SEE 1 /A8.11 FOR TYPICAL INTERIOR WOOD DOOR I �/ �-/ FRAME DETAILN(AND HINGE JAMB DIMENSION). L. "_ ____, 178 L - --_ O O - o o ici ` 20. SEE ELEVATIOS FOR ALL UNIT By LOCATIONS. o -- (---) SIM MECH DESIGNBUILD TO COORDINATE LOCATIONS B3j, SIM © SIM ` O io OF VENTS AND SOFFITS W/LOCATIONS SHOWN ON Cr. I, .�_; 2 _ PLANS AND ELEVATIONS. ALL STANDARD VENTS •��►r, A4.13 ! ir '`4 `3 A4.13 - TO BE GREATER THAN 3'-0"FROM ALL OPERABLE O3 i 22 I v IF--- O 1° OPENINGS. ALL GARAGE EXHAUST VENTS SHALL - I - UNIT 2.4 - B I UNIT 2.5 - B UNIT 3.1 - B . BE GREATER THAN 10'-0"FROM ALL OPERABLE r,, %v I E OPENINGS. �' 01 I I I I �20 . r 2 A3.01 21. CRAWL SPACES SOIL SURFACES SHALL BE 'f' ` `f' CO COVERED WITH A SOIL-GAS RETARDER MEMBRANE c� /� L--1.1 I -� N N - (MIN.6 MIL POLYETHYLENE)AS PART OF A `"1 -�/' ©a II ; ��t I � Fii)Q f"� I 7 COMPLETE RADON GAS MITIGATION SYSTEM. 414 t- , pi _____ s I - 22 CRAWL SPACE VENTILATION SYSTEM IS BY OTHERS A3.02 2 �--N '- I� il go r. (i-vir, ,,,,„,,,, �_ - f � Y1 AND SHALL BE PERMITTED UNDER A DEFERRED o f UPI4 4"!12" 1 SUBMITTAL. ,��, I © DN �r 0„_., I ii►s" 23. SEE DETAIL 7/A8.12& 81A8.12 FOR GARAGE OPENER b I �A3 O - / I ,_ ij• o INFORMATION OjI D -- I I i 0,-,,,-, 24. SEE DETAIL 51A8.12 FOR NONRATED WALL ( ) lit: ai.! I I f --J 'r T- . I ] _ mss, `" �r--� -�` -- Y _ N INTERSECTION WITH 1 HR FLOOR/CEILING ABOVE. _ �� 1 1 tt., - t � -- ---� CORRIDOR GO __ _ w v-� 20 tic) _ Y �} _ It.-2_(% ORRI�Rz l�a yLT), _-:‘, I .ti 1 � -� _ WALL in PARTY �'in ;ri r , • E (-'�' 2 Z t'2 ----t t�- l'L © ,I I I I I�, II 1 b inCORRIDOR 0 WALL - - ---1V le DC) + - 1 1 -I` _� �� _ - �•° � ..... , I ' WALL III it. II ' -1 Ill Elm El . --- 0 . _ 4w/AI II 1 A3 I ( -)... .1. __ r.1::1 0 5. 14 od---1 : , ; 1) rill Ir-1 r BRIAR R.FLEEN131 s ... , 0$ 0 _ MI 1 I L I illi r 4r--\\ w . .L._ • i 1 g Tilt I fil: I IZEI I .-- v - --ti 1 " 00 Ili ---41-1 (, %ARANO,OR N I ..-I? i Y - r ir- vt . .._ . ______..- UNIT 2.3 B .����' Co 10 �� fI 3 m N, �, ora N N �` SIM ' ---�+i�' I I, Ai UNIT 2.2 - B A � UNIT 1.3 - B 20 UNIT 'i.4 - B I 3 5IMr Nil, l A '' 0 ..__ 1 - _ =- _-- STAIR 1i NM Ium ��B3 I ' a 1 1 ; 1 t0 / 1 1 UP --I L 0 �i i v� I �� "MOMOM . 0 O / I 1 i 1 I -__ ' 21Plex First ° - I . ... i I ............I., ,, ' II 01 �, --01 i - 0 O - C� .__.--- 11 . I o, �� _ I Floor Plan . " ,' 1 ii, I © a 1A 111.2o I ! i I I ! + 1 -- 1---Lt 1 , a. 2' • 2314 I 3 1.2"---..,\\ 3 1/2" 1'-1 114"- 3 1/2" 1' -a#83 3/4" 31/2"-N -3 1/2" 3 1/2" 2-1" 31 f2" -3 .2" 0" '-0" tt 7 314" 3 1/2"� 3 1/2" l'-Cr 2'-5 1/2" 13112" 3 112" 8 1/2" " . 112" ir �` _ - - - - !� _ 10112" -0" -0"ail,4• 1., U"•ir / _6 -B ' _6 0' '-p" 1 114 -6 ' `6� - • 1 114" ` 0".� -8. g X10" 0"' 0" �' 0"_113'-0"` [/ '-0" • 0" 1d', ji?__ipe_____ '-0" 3'-8" , 8'-0" -* 1'-3 f,'2" 1'. 1"� I " _ " _ " -'S 112' 5112"44 / -3' -4 1/2'. 1T-9' 9 -8 I1 f0'-7314 4 -3" 9'-8" a'-812"y ?0'_612" S 9114 9'-7 #2" 2' 1 f t0'-31!2" 1i'-5t2" 13'-3" ---- --- 9_1 112" f_ 44'-4" 29'-3114" 29' 3114" 10'-0" 34'-3112" o --3' 41,2.. 1471-2" PROVIDE KNOX COMPANY - - - I - - _ - ( - / cc Inc RAPID ENTRY SYSTEM(S) zi q R Q ~ Q . PER EACH BUILDINGS AS - --- a Q Q x►- x II # Date Description N a.l� 1 tZ VI(7) APPROVED BY TUALATIN of ; VALLEY FIRE AND RESCUE Revisions • (A3o2) 41/111) 901' JANUARY 12,2017 tu cn _. Date 4 U BB, KB, SM m �_ L1.1 Designed By m f.'? WY,ZD L F Drawn By 4 BB, I(J Checked By c m 17857 o Protect Number ca cr m c L ,a; A2 . 0 1 i 1 - Sheet o 1 FIRST FLOOR PLAN Copyng t201r _ . ei Copyright 2018 ;i A2.01 SCALE 1/8"= 1'-0" ) If this drawing is less than 24"x 36",it has .r._ ben reduced Scale accora6ngly. ar ec FLOOR PLAN NOTES o a 1. ALL DIMENSIONS AND GRIDS ARE TO FACE OF STUD AND EDGE OF ROUGH OPENING UNLESS OTHERWISE NOTED. 2. FOR ARCHITECTURAL ABBREVIATIONS&SYMBOL LEGEND SEE SHEET A0.01. 3. FOR CONSTRUCTION ASSEMBLY DESCRIPTIONS 0 5 Q t/ i1 . . SEE SHEETLAS F A1.01. rj �/ 4. SEE PLANS FOR TYPE A OR B ICC/ANSI Otak Architects, Inc j ACCESSIBLE DWELLING UNITS. 808 SW 3rd Ave, Suite 300 ,_., NO 4- I V7 t( 5. SEE UNIT PLANS FOR TYPICAL UNIT FLOOR DIMENSIONS,TYPICAL NOTES,AND WALL Portland, OR 97204 ASSEMBLIES. Phone 503.287.6825 6. SEE STAIR SHEETS FOR STAIR DIMENSIONS AND Fax 503.415.2304 'Cl) 5e- V-; It OTHER STAIR INFORMATION. 7. UNLESS OTHERWISE NOTED ALL MECHANICAL DUCTS AT FIRST AND SECOND FLOOR/CEILING ASSEMBLIES SHALL RUN UNDER 1-HR FLOOR/CEILING ASSEMBLY. �- e �" ��� 8. MAINTAIN WALL AND FLOOR/CEILING ASSEMBLY RATING AT ALL TUB/SHOWERS. River Terrace East Q ;�. 9. SEE SHEET A1.11 FOR ROOM FINISH SCHEDULE AND �y�- .3 FOR DOOR AND WINDOW TYPES AND SCHEDULES. 10. SEE DETAILS 13/A8.11 AND 141 A8.11 FOR WALL 0. ,SRr' -1# qINTERSECTION DETAILS AT 1-HR&2-HR WALLS_ 11. SIDEWALKS AND PATIOS SHALL SLOPE AS SHOWN ON PLANS. WARP CONCRETE AT WALLS AND r- SQL Rrer- 5 COLUMNS AS SHOWN TO FORCE WATER TO SW Roy Rogers Rd. MIGRATE AWAY FROM AND AROUND WITHOUT Tigard, OR 97223 EXCEEDING 1.5% MAXIMUM SLOPE. 12. SEE 19/A8.11 FOR FIRE EXTINGUISHER CABINET (;;;;)\ A© I 3 �D A3.0 i F A4 Ot QYJ DETAIL.COORDINATE LOCATION WITHFIRESt-e �� 51M SIM MARSHALL AND PROVIDE UL-RATED TYPE ABC FIRE Amik } EXTINGUISHER WITH 10 POUND NOMINAL CAPACITY CC f- a cr f- Q 1 ©, ft - �� �, AND AMMONIUM PHOSPHATE-BASED DRY CHEMICAL ix LU N NW aMP IN MANUFACTURER'S STANDARD ENAMELED @) ,e.� 5 14T-2" r CONTAINER - - __ , - 13- FOR MECHANICAL SYSTEMS&EQUIPMENT SEE 37'- 11" 10'- 0" 1 42'-23/4" 57'_0 1/4' MECHANICAL DESIGN/BUILDING DRAWINGS. f- _-- _- - • •- - 14. FOR ELECTRICAL LIGHTING&EQUIPMENT SEE 12'-9" 13'-3" 11'-5 1/2" 10'-9 1/2" . 7'-61/2" 8'-7 1/2" 7" 10'-7 t/2" 10'-43/4" 12-2" 10'- 11" 8'-8" 11'-8,12" L. ELECTRICAL DESIGN/BUILDING DRAWINGS. •R _- .-. - - r -- - 1/2" 5 1!2" 1'-6" 1 114" 1'- 11 314"� 1'-2 1/4" 15. FOR FERE SPRINKLERS SEE FIRE SPRINKLER 3' - 10" 6'-0" 3'-0" '-0" ' -7.3' -0" '-0". '-0" '-0" '-0" '-0" 3' -0" (]" .-0" '-a" '-0" '-0" '-0" '-0" '-0" 0" '-0" f'-6" '-0" -0" DESIGN/BUILDING DRAWINGS AS APPROVED BY �� I y► - -,► /, FIRE MARSHAL. • 3'- 1/2"IF 3 1/2" 3 1/2" T - 10 1 r 31/2" ' -3"� ,' 2"- 3 1/2"+ 2' -;t 112" 3 1/2"' 2'-0 1/2"' 1/2"• '-11 1/2". 3 1/2"- 2'- 314" ' 3 112"' 'I'-2 1/4.'1') 31/2" 3 112" 16. OPERABLE PARTS OF LIGHTING. ENVIRONMENTAL, SECURITY CONTROLS AND ELECTRICAL AND 48"ABOVE FINISHED FLOOR AND ELECTRICAL 4OUNTED BETWEEN 17 PANELS TO BE LOCATED WITHIN REACH RANGE OF West Hill s A5.01 { AT GROUND FINISHED UN�S R TO HIGHEST CONTROL 17. FOR FLOOR ELEVATIONS SEE SITE DEVELOPMENT Development _........... .....,, __ - --.... 1 • DRAWING PACKAGE. (� /� I 0 �, = 18. SEE DETAILS 9!A8.11 AND 10/A8.11 FOR 735 SW 158th Ave., 111 - O ` - 1 1 11 --- - - --_-- v �.-/ INFORMATION REGARDING JUNCTION BOX ^^ 0 ( 1 } `-t-it-� a r . Beaverton, OR y7t7Un fir--- Hv - - - f..�„� - it ' ■ # � O /� - ♦ 3'� PLACEMENT AND DETAIL 11 !A8.11 12!A8.11 FOR -- - - , 1 O ;., • t, PLUMBING PENETRATIONS FOR ONE AND TWO ivri-NA.-. ..-:.- STAIR 1 10 Q r HOUR RATED WALLS. ---- I I ____ _____ -� '.1 O O 1� 1� ■ c° t9. SEE 1 /A8.11 FOR TYPICAL INTERIOR WOOD DOOR '� -r ° - :- FRAME DETAIL(AND HINGE JAMB DIMENSION). '� a i 3 SIM - SIM M io 20. SEE ELEVATIONS FOR ALL UNIT VENT LOCATIONS. I O5 i MECH DESIGN/BUILD TO COORDINATE LOCATIONS SIM I A4 13 2 - ION Aok UNIT 2.� A4 13 UNIT 3.'I OF VENTS AND SOFFITS 1,111 LOCATIONS SHOWN i '1)..,. M I 5 PLANS AND ELEVATIONS. ALL STANDARD VENTS ! O UNIT 2.4 - -- I `r ! TO BE GREATER THAN 3'-0"FROM ALL OPERABLE J , . ;I k r 20 OPENINGS. ALL GARAGE EXHAUST VENTS SHALL M 0 I{ ; - I - I ' ' 2 A3.011 BE GREATER THAN 10'-0"FROM ALL OPERABLE . I . ;' 1 css / OPENINGS. "� 3 -� }_ - _ N `� 21. CRAWL SPACES SOIL SURFACES SHALL BE o .j. ow i -I GO I COVERED WITH A SOIL-GAS RETARDER MEMBRANE 0 0 4'7 AGO ' I I I (MIN.6 MIL POLYETHYLENE)AS PART OF A A3 02 2i Ilii- l'01 - COMPLETE RADON GAS MITIGATION SYSTEM- iv 'ir-L- ' D�� 1�UP I 0 i 22 CRAWL SPACE VENTILATION SYSTEM IS BY OTHERS - i I o M- t 1 I I, AND SHALL BE PERMITTED UNDER A DEFERRED 9 = N ill �I I !Plill' I -- II r� I I o �� SUBMITTAL. o I ~' I11 , n 47) I • 23. SEE DETAIL 7/A8,12&8/A8.12 FOR GARAGE OPENER r-1" iii I O �� C -� ! I I ,,�- N CORRIDOR INFORMATION ' ° .......,..,_4_,_ i 13 2a. SEE DETAIL 51A8.12 FOR NONRATED WALL -'► ♦ €� ni � 5)fq 1 ` � - III - - r���11 -Il ` _, PARTY WALL INTERSECTION WITH 1 HR FLOOR/CEILING ABOVE. ' I iL.Y21 . lJ o "' c - r __ CORRIDOR E �- ,r;; "' ;� I - - __ T /4 - l - _ + _;r CORRIDOR 4311 1 Us PARTY U _ w� . . ... . WALL WALL _� E r I ��J i__i_ 1 * Y© �1__i_ I 1 { cs -r - 1 1 - �' L t {� Ili L J I __ 1 L�J / ED J�STAIR 2 r d r� • ) 1 Ea _ I Q �✓ �- 1 E-5. ,Al I� I , I i) �, •r� o I{ �� 0 1-1 , ,�; 0 s II 00 I,_ - 0, 00 iI0 6 _ 3720 ' P - ts71111. . BRIAR R.FLF.UIfA is _ --L...1- 4E00 411I 0,10----; n 1 \•-.ff �" ... 1 - © ' UNIT 2.3 I 3 "' PORTLAN0,OR `o UNIT 2.2 UNIT 1.3 I UNIT 1.4 L.-- ? � io r i_,� I ,..c. Q'1 _ ... E. o `�" �� '�' S 1 SIM SIM 20 I _ N ' -- 1 3 m cD $ ? A, Aa 1 1 )11P 20 I _ I I® M. `r / --- r 7.-----11.= 1 I v - I ------i 21 A B3 0 c0 I er) / !� 0 I i 0 0 1 1 C) - ' 1-1 tit 21 PIeX Second :; ! -� ° - - . � - O E} 34 Floor Plan N _ - 03 3 3 b o 0 0 [[! N OOO oo; o Oppi__._.,... ..._.., \ • 3 I 0 I l � I I a I • ;31R" 2'- 1" ;31/2" 2'-23/4" 31/2" 1' - ,11/4" • l ( O"}-0" 3'-0" '-0" i3 112" 1'- : 1/4" 3 1/2". ,-3 12 " ,3'-0"13'-0"� J 1!2" 3 112" +/ • -3 114" 3 112", 3112" 1 1 Lop 3 112" " 2'-4" 3,112" 2'-10" �3 1/2" " " 3'-4 112 10112" '-0" '-0'ii,4'-0" '-0"� "'-6' • -6' -6' X112 '+�" -T111*" i-6' -6' '-6,-�1f2" 1114" -1(----1-' -0 -6' -V -8 _2'- 11/2" '-0" . '-0 " -0" -0" r .� '-0" -0" 3'-8 6 -0 .�'{ 3'-4 1I2" 1 I_ ,..--1.-31/2- 17' -9" t -'." 9'-8" -t11 10'-7314" � 4'-3" - - 9'-8" {4'-8112'_ 1Q'-6112" 1� 6'-9114" x 9'-7t/2" � 10' - 31!Z" 5112" � � ,1'-B" � f3'-3" x 9'- f 112" � iir ig, -NT dr +r - r dr 44'.4" 29'-3 1!4" 29'-3114" 10'-0" 34'-3112" ,471 -2" I L. aid I aj� W U)i w,n H �' Revisions Description Pi 1 , YA Air '' (A3 ) JDA eUARY 12, 2017 Tu. 4:0 41110 41110 0 U BB, KB, SM m Designed By al 8 WY, ZD Drawn By h BB, KJ 0Checked By N C m 17857 oProject Number ci -76a ro 02 A2 . 02 cf. A2 Sheet Number Ci1 SECOND FLOOR PLAN • Copyright 2016 G ai24" iL A2.02 SCALE: 1/8"= 1-0" been If this reduced Scale roan din x ae-,it nas been reduces! accordingly 7 4} N IY FLOOR PLAN NOTES 1 ALL DIMENSIONS AND GRIDS ARE TO FACE OF STUD o a AND EDGE OF ROUGH OPENING UNLESS OTHERWISE NOTED. 2. FOR ARCHITECTURAL ABBREVIATIONS& SYMBOL LEGEND SEE SHEET AD 01 0 5 1 3 FOR CONSTRUCTION ASSEMBLY DESCRIPTIONS imt t i1o'i'1 SEE SHEET A1.01. 4. SEE PLANS FOR TYPE A OR B ICC/ANSI ACCESSIBLE DWELLING UNITS. (1) ��� 5. SEE UNIT PLAS FOR TYPICAL UNIT FLOOR DIMENSIONS,TYPICAL NOTES, AND WALL Otak Architects, Inc ASSEMBLIES 808 SW 3rd Ave, Suite 300 6 SEE STAIR SHEETS FOR STAIR DIMENSIONS AND z 5 e e- user - 9z ) OTHER STAIR INFORMATION_ Portland OR 97204 T UNLESS OTHERWISE NOTED ALL MECHANICAL Phone 503.287.6825 ���� DUCTS LI FIRST AND SECOND 1-H FLOOR/CEILING (``/) Fax 503.415.2304 ASSEMBLIES SHALL RUN UNDER 1-HR 1-1_00R/CE€LIfNG ASSEMBLY 8. MAINTAIN WALL AND FLOOR/CEILING ASSEMBLY RATING AT ALL TUB/SHOWERS. 0 Se...L, R1 er -4+ 9 SEE SHEET A1.11 FOR ROOM FINISH SCHEDULE AND FOR DOOR AND WINDOW TYPES AND SCHEDULES. � `/ 10 SEE DETAILS 131 A8 AND 14 1A8.11 FOR WALL River Terrace East 0 5er__ INTERSECTION DETAILS AT 1-HR &2-NR WALLS. 11 SIDEWALKS AND PATIOS SHALL SLOPE AS SHOWN ONPLAS. WARP CONCRETE AT WALLSAND 5�� � W- *k-• 5 COLUMNS AS SHOWN TO FORCE WATER TO 10MIGRATE AWAY FROM AND AROUND WITHOUT EXCEEDING 1.5% MAXIMUM SLOPE. ��$ �� AIL 12. SEE AB ?1 FOR FIRE EXTINGUISHER CATIONIS RBINET DETAIL. COORDINATE LOCATION WITH FIRE SW Roy Rogers Rd. YAC) YD MARSHALL AND PROVIDE UL-RATED TYPE ABC FIRE A4201 YB ink A4.01 �� EXTINGUISHER WITH 10 POUND NOMINAL CAPACITY Tigard, OR 97223 sJG LSA 1*- 7 , A3.01 Sim ��lAbi �/ J SIM I!h J AND AMMONIUM PHOSPHATE-BASED DRY CHEMICAL ` IN MANUFACTURER'S STANDARD ENAMELED �- a ®' �� WI CONTAINER u1 uJ 1 r a I r I 13 FOR MECHANICAL SYSTEMS 8 EQUIPMENT SEE MECHANICAL DESIGN/BUILDING DRAWINGS_ 147'-2" ,f -- - - -- --- _ _ - _ 14. E FOR ELECTRICAL LIGHTING& EQUIPMENT SE 37'-11~ ELECTRICAL DESIGN/BUILDING DRAWINGS. if - - - 1f}'-0" -- a2 -2314" - -57'-011x" 15. FOR FIRE SPRINKLERS SEE FIRE SPRINKLER 12'-9" 13'-3" 11' - 51/2" . � 10'-11" 10'-91/2" T-61/2" 12'-81/2" 10'-83/4" 10'-43/4" 12'-2" 10'- 11" 11'- 10" 11'-81/2" DRAWINGS ASAPI'ROVFDBY DESIGNIBUILDING 3 _ _ 30-0,3* 1_::..0_'_.„' g �3 FIRE MARSHAL. 2'- 11"-� 5 112" ,- �r 3 112 3 112 / ��- " 1/'Z " ,r ,� * 1- -0�y� S 3 0" / /' a' '-0",_ / �3 0"ice' 0 , �3 a", -j 5 1i� " - 0' 9' 16 OPERABLE PARTS OF LIGHTING. ENVIRONMENTAL, 6'-0" L e y '-a~ a" F' -0",=aX X3'-0' -o' o" o" 0 0 D' .� _-�� " 2'-2' 31/2 / 3 112"� 2) 3 112".J J 3'112 3 1n" SECURITY CONTROLS AND ELECTRICAL 2'-3 112" / /J RECEPTACLES SHALL BE MOUNTED BETWEEN 17 3'- 5 3/4"1--/ 2'-7 2' -3 1/2"-- 1 ' 2'-7 112"--'') 3'- 14"r 3 1/2"} 2'- 2 1/2"--- 2'-11 1/4" , 2'- ? 3/4 AND 48 ABOVE FINISHED FLOOR AND ELECTRICAL j PANELS TO BE LOCATED WITHIN REACH RANGE OF I I I i . i r { II 4R"ABOVE FINISHED FLOOR TO HIGHEST CONTPOL AT GROUND FLOOR UNITS. ! 17. FOR FLOOR ELEVATIONS SEE SITE DEVELOPMENT West Hills Ali , i DRAWING PACKAGE %� 18 SEE DETAILS 9!A8.11 AND 101 A8.11 FOR Development r - • INFORMATION REGARDING JUNCTION BOX . . �_/ I(_) 1 • • I. II I ..-.. - PLUMBING PENS RATIONS FOR ONE AND TWO FORPLACEMENT AND DETAIL 11 /A8 11 12/A8 11 735 SW 158th Ave. ,Ti 18 J! 8 i i I 2 I 2 I ° ° o t �� P I HOU RATED WALLS. t4 (_) U _ Beaverton, OR 97006 -� - - - - - ` 0 .- #�-O - �. _ -- - w-u- .. . ■ 1- I - 1 4 _ aw _ 19 SEE R1 !A8.11 FOR TYPICAL INTERIOR WOOD DOOR ___ ! _ ' P ' 2� ' I o FRAME DETAIL (AND HINGE IAMB DIMENSION). i I + �... - �-- - O O r u ' O 0 �--� _I_t Tr rL - % 20. SEE ELEVATIONS FOR ALL UNIT VENT LOCATIONS ( ' OPEN O tO - . ( 1 ) ikkb - MECH DESIGN/BUILD TO COORDINATE LOCATIONS ° �'-� E01, + \ SIM -' I_:ip __ L" OF VENTS AND SOFFITS W!LOCATIONS SHOWN ON SIM 3 /�� SiM (� c� ifl 117 PLANS AND ELEVATIONS. ALL STANDARD VENTS i - I I 2 1 l;J TO BE GREATER THAN 3.-0"FROM ALL OPERABLE -- --- - - - Ad.'Is • _ OFENiNGS ALL GARAGE EXHAUST VENTS SHALL "' ----C-5 1 1 1 STAIR i I �,, �. A4.13 - 5 m BE GREATER THAN 10`--0" FROM ALL OPERABLE d m irz M I' UNIT 2.Jr 20 1 I r- 21. DRAWL SPACES SOIL SURFACES SHALL BE U UNIT 2.4 _ . .-"' 11 M I _^ �. UNIT 3.1 �? 2 COVERED WITH A SOIL GAS RETARDER MEMBRANE • A3.01 t-1 _._... L j (MIN. 6 MIL POLYETHYLENE)AS PART OF A Trili =' COMPLETE RADON GAS MITIGATION SYSTEM. �� 1� �� i + I ! % i 00 . _ .._.. _ ca 22 CRAWL SPACE VENTILATION SYSTEM IS BY OTHERS •A3.D2 2 - , : '� I # I 1- `n-,,__ - 1 I i AND SHALL BE PERMITTED UNDERA DEFERRED N I45 LI �" ('1 ) - I 11 _ SUBMITTAL. • v 1� - 4-7 I DN . i �--� i 7ThI. I I ,t 23 SEE DETAIL 71A8.12& 8/A8_12 FOR GARAGE OPENER `r) _-t N --._._..------- I i ---- .0 L ' --,_ 1 i i r .- �' INFORMATION I-. '?: Q r i �+ -- C)-6in _ - 24. SEE DETAIL 5/A8.12 FOR NONRATED WALL ,___. , 1y i ) . (, = Z ____ -- II5 --ii �� i i INTERSECTION WITH 1 HR FLOORIGEILING ABOVE�, IQ10 0 I♦ �� I1I • ffr .. -�I CORRIDOR_ �1 a -- - �.� . 'lj T, �e' ARTY WALL 1204 CORAIDOR I''r.�' _• 11. I PARTY ' MI C. o In kr3 T-- --- -- \ 20 I 1 o En ,tet, WALL _ _ _ll__ ® , ., `; __ _ � . crr I 1 © '{ '�� + tf WALRIDO J 11LL1._ / R . % . ) . -. • 11 LLTJ + _ J LL1J 0, 21 A `� o 5 ., mv ., # �-' I ',: (., . ,, : III (I)..) •'`1- I� : I,, 00 ` J , ' 0 , 3720 (:). 1 0 6 ci. : 0 m I /il 00 Al 1 in, I _. q , tQL,_ti 1 Li, : LI I HAL] 43 "� 0R�NQ OR _ ,.... . N W. e� SIM L \ 20 20 - 1 jle, '- a��..+ _ SIM - , UNIT 2.3 '; i----111F,! �► N i 1 'D. ,' NV UNIT 2.2 V� UNIT 1.3 _- -- 1 .1.-,, I ' UNIT 1.4 STAIR 2 '_ I __k_ r, 5. ..... _-.7=11"-=-4........._ ' -l'-'411.----_ Lam..: OPEN fl I L• K4-1) I ° _ , 6 in ILF, \-Li 1' v vv vO - = � 2 PleaThrd r ;21L 01 O O2 �__ ° , - ° _n I: 2 1 1 . -tr 2 ' n �f� 1 1 , 0-- ° 34 Floor Plan al �; I i I I 5.02 , 3'- .114" �� • 3112" ,, 1'-9 1/4"--. 3 1/2"- 3 12" -2-1" .3 1/2" �3 1/2" 2'-23/4" . --1 1/2 -3'-6 1/2" 3 1/2" 1'- 0 3/4" ,3 1/2" 2' •4" -3 1/2" 2'- 1 ,5 12^ 3'-7 112" ( �3'-4 112.' 0 -D" 4' D 0",1: 0� -0" a' -3 / - -0" '-D' 3' -0" 6' 4 1/2" -0" , 0" •-0"#�'-a" ( -a" _o" ' 0"41A' --- i ,_ ,3'-o".103•-0 s 10112" i42'__7.0""_-_9".r_41-__- ,, . , ' .,�- , . 5 1/2" -3' 4 1/2" �1'-31/2" 17'-9" 13'-8" 10'-73/4" 1 1/4" 18'-7112" 10'-6112" 1 114" 18'-6114" 10'-3112" 13' 3" 9 -1 1/2" 44'-4" 29' 3 114" 29' 3 114" 10'-a" I 34'-3 112" ar 14T -2" 1 I I Qa XF- xlr a I a N I . II ' 1 a in(..0 ujirn Date Description Revisions o T., Y n Ci A3-o2 600 0 fe) I I'1 JANUARY 12, 2017 o Date n BB, KB, SM �r . - - - -- ---------- Checkedo El By z 8 17857 -75 Project Number inv . A2 . 03 0 THIRD FLOOR PLAN a A2.03 SCALE 118"=1 Sheet Number r-0" _) Copyngg)sUO -. If this dra wln ,s less than 24"x 36".it has been reduced Stale aiCordingly N cr