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PLM 2018-00195 FLOOR PLAN NOTES 1. ALL DIMENSIONS AND GRIDS ARE TO FACE OF STUD AND EDGE OF ROUGH OPENING UNLESS o a OTHERWISE NOTED. R; 0 l,, D 2. FOR ARCHITECTURAL ABBREVIATIONSSYMBOL S t'l�,�i ��L.y�O S &LEGEND SEE SHEET A0.01. Se.� Col t y Z��`�y � � �� \ S �� �O� FOR CONSTRUCTION ASSEMBLY DESCRIPTIONS l SEE SHEET A1.01. o p�Q ,rQ�, �, S 4. SEE PLANS FOR TYPE A OR B ICC/ANSI •� �• W0(-1 1 ` r 1 1 l v1/4) , ' ( �� ion ACCESSIBLE DWELLING UNITS. Sex- {�i5 WG 1 � V" 5. SEE UNIT PLANS FOR TYPICAL UNIT FLOOR Otak Architects, Inc DIMENSIONS,TYPICAL NOTES,AND WALL 0` n ' ovv �b nc` S n ` '�` 1,t l 1 ( X ... STAIR SHEETS FOR V �, I y � 6 OTHER STAIRINFORMATION.R DIMENSIONS AND 808 SW Portland,�OR197204 0 - �� ��se 7. UNLESS OTHERWISE NOTED ALL MECHANICAL Phone 503.287.6825 DUCTS AT FIRST AND SECOND FLOOR/CEILINGASSEMBLES SHALL RUN UNDER 1-HR Fax 503.415.2304 5� -' -43 - 8. MAINTAIN IWALLA DFLOOR/CEILING ASSEMBLY FLOOR/CEILING ASSEMBLY. 0 RATING AT ALL TUB/SHOWERS. O 5te_ �;vr , ?`T 9. SEE SHEET A1.11 FOR ROOM FINISH SCHEDULE AND FOR DOOR AND WINDOW TYPES AND SCHEDULES. 10. SEE DETAILS 13 DETAILS 1 AND 141A8.1 i FOR WALL River Terrace East INTERSECTION DETAILS AT 1-HR&2-HR WALLS. (6) n' 11. SIDEWALKS AND PATIOS SHALL SLOPE AS SHOWN r► ON PLANS.WARP CONCRETE AT WALLS AND COLUMNS AS SHOWN TO FORCE WATER TO 7 5 �ts "� MIGRATE AWAY FROM AND AROUND WITHOUT %]/� I EXCEEDING 1.5% MAXIMUM SLOPE. 12. SEE 19/A8.11 FOR FIRE EXTINGUISHER CABINET DETAIL. COORDINATE LOCATION WITH FIRE SW Roy Rogers Rd. MARSHALL AND POVIDE UL-RATED TYE ABC FIRE II 0 EXTINGUISHER WITH 10 POUND NOMI ALA CAPACITY Tigard, OR 97223 © S. .. I SI S Q.W AND AMMONIUM PHOSPHATE-BASED DY CHEMICAL YA YB YD A3.010 (330 Fix-Fore, vii k-S) Q IN MANUFACTURER'S STANDARD ENAMELED RtY CONTAINER I © t. I=Q 1 zi• A4.01 13. FOR MECHANICAL SYSTEMS&EQUIPMENT SEE A4.01 tiLLI vii Ce AnkSIM MECHANICAL DESIGN/BUILDING DRAWINGS. h14. FOR ELECTRICAL LIGHTING&EQUIPMENT SEE IELECTRICAL DESIGN/BUILDING DRAWINGS. . FOR FIRE SPRINKLERS SEE FIRE SPRINKLER I I ® I 15 ESIGN/BUILDING DRAWINGS AS APPROVED BY -t 1 FIRE MARSHAL. 3T- 1" 10'-0" r 11'-3" • 147'-2" r 20'-3" 10'-7 1/2" 1 4" 10'-4 3/4" r 12'-2" r 10'- 11" r 23'-6 1/2" ./- 16. OPERABLE PARTS OF LIGHTING, ENVIRONMENTAL, • g SECURITY CONTROLS AND ELECTRICAL 12'-9" 12'-9" 11'- 11 112" I 7 -6" L 15'-3" 10'- 10" 10'-9" 11'-8 1/2" 11'-4 1/2" 11'-4" RECEPTACLES SHALL BE MOUNTED BETWEEN 17. ,r ,► 1r r •1, •► •r •► ,� I AND 48"ABOVE FINISHED FLOOR AND ELECTRICAL r 8'-0" y 8' 0" ! 8'-0" � '-0" -0'� _! _ 6'-0" �r 15'-2 1/4" 8'-0" -r l +c‘r 8'-0" rr PANELS TO BE LOCATED WITHIN REACH RANGE OF 2'-7 3/4"� 2'-6 1&" ' r 4'-0114"-'� 2' '4"`-- 3 1/2'4 1'-0 J 2'-2 114"� 2'-0 3/4"- ' AT GROUND 48"ABOVE FINISHED UNITS. TO HIGHEST CONTROL © 17. FOR FLOOR ELEVATIONS SEE SITE DEVELOPMENT 1111 HIIIS � \ DRAWING PACKAGE. 1 �+F I © SIM SIMI 18. SEE DETAILS 9/A8.11 AND 10/A8.11 FOR _ 1'-5112" 1'-4112" igh INFORMATION REGARDING JUNCTION BOX Development ;1 O Vir � 8'-0" 1y' •e ,ii. 8'-0" 1'-,11 /�2" MP PLACEMENT AND DETAIL 11 /A8.11 121 A8.11 FOR _�_/ ____ __ PLUMBING PENETRATIONS FOR ONE AND TWO 735 SW 158th Aye., O r HOUR RATED WALLS. 'N. 01 - 1 L-_; _ 19. SEE 1 1A8.11 FOR TYPICAL INTERIOR WOOD BOOR Beaverton, OR 97006 ,,,,jj[ ii I .04 ir--p • • 1� - R' I A8 A8 A9 I^ I ISI A8 CD A8 LA8 I i - FRAME DETAIL(AND HINGE JAMB DIMENSION). (. (�0 I\ A8 i A8 0 20. SEE ELEVATIONS FOR ALL UNIT VENT LOCATIONS. IMECH DESIGN/BUILD TO COORDINATE LOCATIONS A8 _ \ / \ / UP r -1-- A5 \ / L A8 \ / A8 \ / \ / OF VENTS AND SOFFITS W/LOCATIONS SHOWN ON �� {= I X I I X I STAIR 1 A5 -T-- I X I -� ---- \ / I ,,,, / I --"-� �--�- X I I X I PLANS AND ELEVATIONS. ALL STANDARD VENTS 51M I I O TO BE GREATER THAN 3'-0"FROM ALL OPERABLE I \ / ! vi9 / \ I / \ I J W T. I / \ I ! `ti / I 2 I / \ I I \ / I / \� I / OPENINGS. ALL GARAGE EXHAUST VENTS SHALL 1 / X N I IZ - - �/ - - T__1 T I . - - I / X f-r-- 1 4.13 •• I 1 - - . I / X N I f� - - �I L - „-- _ i 05 BE GREATER THAN 10'-0"FROM ALL OPERABLE O - © 6, _ - - - co 21. CRAWL SPACES 501E SURFACES SHALL BE ? - _en 24B -. c? 2 COVERED WITH A SOIL-GAS RETARDER MEMBRANE -4248 24B © �- m "�� 31\4 20 24B 24B �--�24B b- 24B' �• rn A3.01 (MIN. 6 MIL POLYETHYLENE)AS PART OF A N Iilg.'\nCO - T- COMPLETE RADON GAS MITIGATION SYSTEM. m GARAGE 1 GARAGE 2 GARAGE 3 Y �' �� ,` f 22. CRAWL SPACE VENTILATION SYSTEM IS BY OTHERS �w T _ �, „ GARAGE 4 GARAGE 5 GARAGE 6 GARAGE 7 GARAGE 8 GARAGE 9 GARbGE 10 -� • - iI AND SHALL BE PERMITTED UNDER A DEFERRED m r' rQrSUBMfTTAL. A3.02 2 - v - d2-'1y�' "'ATF" b (D.2,-- Z. \'U 23. SEE DETAIL 7/A8.12&8/A8.12 FOR GARAGE OPENER + ink SIM ✓Z 4/ pAINOED t�' S A7 • �° Se-KV G�- 24. SEE DETAINFORMATIIL 5/A8.12 FOR NONRATED WALL I 4 4 ® ,� � STRIPING 4 4 4 4 + I 1N i ® © 5 -T= 2 • • Z er2...00 �ti?(^1-t}f[r ��1-tS� INTERSECTION WITH 1 HR FLOORICEILING ABOVE. 5 � o 0 0 0 0 0 En (3) + - I - �, - , CORRIDOR 's ---- ---_ -_- --- - - - WALL a - - 2. 21 ' CORRIDOR r ` LI it _ I 1A II 7 o , B21 -'01/4', - - -o'' �/ ) '- + 1/4" 2'- ; 34" '- 11� '- 1 114'_ �u 2'- 1+ 1/ ' 2'-93/4" 31.7"e '`�7"� 511 U/ ;' 114PM �,4`�: L� -4 12" I 4,1 ,-..8 'in tr) 3 _ _ S% - '�r '� J� 4. 1 ., 1 4.- CORRIDOR ECEIVED ell �+ �► - , s:� w. 1_en.w - .+� - �� MI .,.., - - I _ -__.-.__ - _ - `M `�-- WALL ` {-7 . r al +� i tt ' l5EE CIVIL n 7 S, co I `� .5 r ASI A `il A-I A , A5 `' ! )z 5 Off: �l I FOR RETAINING o o IFJRETAINING WALL I OP WALL 13 [1.2141STORAGE STORAGE IC STORAGE ` STORAGE STORA STORAGE STORAGE STORAG STORAGE STORAGE O STORAGE 've5 TORAGE 'STORAGE SEE CIVIL PLANS : APR `� ���8 3720 •`` ® . . CITY OF TIGARD BRIAN R.FUER _ 1: 8 /\o ACCESS + • 26 © \--- 26 (4) O 26 2S HATCH ^\L-.--- z ?WILDING� � � ACCESS a_r BOTTOM OF OR = _ EXHAUST I QN%Z HATCH TYP O 2'X 2' a r, SLOPE � I 7 tow N li 24'X24" I9'-3112" .12 -63/46 - cnF0'�t. • rCrs - r r r +. 1. Fn_ _ ! e�� EXHAUST ; [ FAN CRAWL SPACE TOP OF SLOPE 11'-1' EXHAUST - - __. .-- I t I WOOD FRAME - I f i SHEAR WALLS_ - i T7 RD 4i 7L SEE STRUCT. Approved Pel d [ i 21 p x �r �_ - - - _ _ - ._- -- -- - -- - -- -_- - - - - - -- - - - __ �_ _ .. _. - - - _ See Letter on atonal rove r- L - - S Lett t ' Follow CV I I - I I 34r Attached Basement Floor Permit Number: PLt-410,-CO ici N Address• t `L.,"-43. tt[ n /-k:-� yPlan m By: s Date: ��/v a t�-l�,�- SI� °. I I I I I 1 Q5• 'A��, clC�l8. J cc � t.Q rc cc F¢ iia a � uXiu�i WU) 40 411111i) 4111) 11) . OFFICE COPY -16 as 1 PROVIDE KNOX COMPANY # Date Description Ni RAPID ENTRY SYSTEM(S) o PER EACH BUILDINGS AS Revisions A3.02 VALE FIRE AND RESCUE JANUARY 12,2017 to Date 0 0 h BB, KB, SM ►u Designed By ar WY,ZD 15 Drawn By Zu 5.- BB, KJ Checked By c a� 1 17857 8 Project Number a a N Q7 A2 a 0 0 U 0 Sheet Number o1 BASEMENT FLOOR PLAN Copyright 2016© C- A2.00 SCALE: 1/8"= 1'-0" if this drawing is less than 24'x 36',it has V. N been reduced. Scale accordingly. cc FLOOR PLAN NOTES o a 1. ALL DIMENSIONS AND GRIDS ARE TO FACE OF STUD V AND EDGE OF ROUGH OPENING UNLESS OTHERWISE NOTED. 2. FOR ARCHITECTURAL ABBREVIATIONS&SYMBOL I--e5 LEGEND SEE SHEET A0.01. O 5i„•e'C. l},iKUnD3. FOR CONSTRUCTION ASSEMBLY DESCRIPTIONS rSEE SHEET A1.01. 4. SEE PLANS FOR TYPE A OR B ICC/ANSI0' Otak Architects, Inc J �q ACCESSIBLE DWELLING UNITS. '" V5 5. SEE UNIT PLANS FOR TYPICAL UNIT FLOOR DIMENSIONS, TYPICAL NOTES,AND WALL 808 SW 3rd Aye, Suite 300 ASSEMBLIES. Portland, OR 97204 �e � 6. SEE STAIR SHEETS FOR STAIR DIMENSIONS AND Phone 503.287.6825 op OTHER STAIR INFORMATION. 7. UNLESS OTHERWISE NOTED ALL MECHANICAL Fax 503.415.2304 O SQ D ;1 .S� �2 DUCTS AT FIRST AND SECOND FLOOR/CEILING C_. ASSEMBLIES SHALL RUN UNDER 1-HR FLOOR/CEILING ASSEMBLY. 512.r. *3 8. MAINTAIN WALL AND FLOOR/CEILING ASSEMBLY O 5�o RATING AT ALL TUB/SHOWERS. 9. SEE SHEET A1.11 FOR ROOM FINISH SCHEDULE AND FOR DOOR AND WINDOW TYPES AND SCHEDULES. River Terrace East 10. SEE DETAILS 13/A8.11 AND 141 A8.11 FOR WALL # LI INTERSECTION DETAILS AT 1-HR&2-HR WALLS. O � � 11. SIDEWALKS AND PATIOS SHALL SLOPE AS SHOWN OND 1`�)Se ._. PLANS.WARP CONCRETE CT WAAND CO COLUMNS AS SHOWN TO FORCE WATER TO MIGRATE AWAY FROM AND AROUND WITHOUT EXCEEDING 1.5% MAXIMUM SLOPE. SW Roy Rogers Rd. r,, 12. SEE 191 A8.,1 FOR FIRE EXTINGUISHER CABINET (D5e,e, V�sQr 'Y Ak A4 01 DETAIL. COORDINATE LOCATION WITH FIRE Tigard, OR 97223 MARSHALL AND PROVIDE UL-RATED TYPE ABC FIRE YA A4-01 YB YD A3.01 YF0 EXTINGUISHER WITH 10 POUND NOMINAL CAPACITY n .5 �tser # 7 k SIM SIM AND AMMONIUM PHOSPHATE-BASED DRY CHEMICAL �/ F et cc 1 IN MANUFACTURER'S STANDARD ENAMELED ¢ ¢ 1 6g6 CONTAINER XI- R N Nair a 13. FOR MECHANICAL SYSTEMS&EQUIPMENT SEE MECHANICAL DESIGN/BUILDING DRAWINGS. -* l I 147'-2" I x 14. FOR ELECTRICAL LIGHTING&EQUIPMENT SEE ELECTRICAL DESIGN/BUILDING DRAWINGS. 37'- 11" / 10'-0" ✓ 42'-2 3/4" 57'-0 1/4" 15. FOR FIRE SPRINKLERS SEE FIRE SPRINKLER 12'-9" 13'-3" ,1'-5112" 1/2" 5112" 10'-9112" T-6112" 1'- 8'-7112" '-7" 10'-7112" 1 4" 10'-4314" 12'-2" 10'- 11" 1'-.11314" 8'-8" 1'-. '114" 11'-81/2" DESIGN/BUILDING DRAWINGS ASAPPROVED BY o' / 40 • ., / • .• FIRE MARSHAL. fi'-0" 0" 0" 7",,,3'-0" '-0" >'-4"3'-0" 3'-©" 0" -0" , 0" 0",1031-0" 2" `-0" 0" 0". „3'-0" )'- 11" ,-0"03'-0" 0" 0" 13' 0"1' 0' 3'-0",103'-0" 16. OPERABLE PARTS OF LIGHTING, ENVIRONMENTAL, ' 3 .• �' e' I� / y'l I/ - +� �' "3 �' 1- - �` - •r 1 • �' / / �' J - ' / / SECURITY CONTROLS AND ELECTRICAL 3'-9 114" 3'-4 112'-� 3 1/2 3 1/2 3 1/2"11'- 10 3/4"J 31/2 2'-2 3/4"J 3 112 / 3 1/2 2'-0 1/2"J 3 1/2 3 1/2" 2'-3 3/4"-" 3 1/2" 1'-2 1/4" 3 1/2 2' 6 117'-i3 1/2" RECEPTACLES SHALL BE MOUNTED BETWEEN 17. AND 48"ABOVE FINISHED FLOOR AND ELECTRICAL PANELS TO BE LOCATED WITHIN REACH RANGE OF 3 , 48"ABOVE FINISHED FLOOR TO HIGHEST CONTROL Vilest H 11 is ' A5.0 / AT GROUND FLOOR UNITS. l SIM 17. FOR FLOOR ELEVATIONS SEE SITE DEVELOPMENT m 4 - DRAWING PACKAGE. Development lentn4.11 18. SEE DETAILS 9/A8.11 AND 10/A8.11 FOR Hi_ - -' INFORMATION REGARDING JUNCTION BOX 1 -<1) i r 0 10 _-_ 0 10 kr r PLACEMENT AND DETAIL 11 12/A8.11 FOR SWAve., �\----// 735 158th A b 10 -- o i.. o ■ - 1 PLUMBING PENETRATIONS FOR ONE AND TWO Beaverton, OR 97006 - I -�}� _ - - - p - - - -0 r' 1' - _._ -1r • Nie CIHOUR RATED WALLS. _ ,v �4STAIR 'i _� 1 , �- n �, ' i,, .I, f.� 19. SEE 1 /A8.11 FOR TYPICAL INTERIOR WOOD DOOR v iii. Ii tP ' I 0 0 1 1 ,O O _' 1 1 - in FRAME DETAIL(AND HINGE JAMB DIMENSION). I I 178 O O I O O L ►-11A 20. SEE ELEVATIONS FOR ALL UNIT VENT LOCATIONS. 0 �i0 i �� .--..-, r .---, r� MECH DESIGN/BUILD TO COORDINATE LOCATIONS B3 _l SIM I 3 SIM SIM ` co♦ OF VENTS AND SOFFITS W/LOCATIONS SHOWN ON �� -- --� ._.... ___._. R4 13 2 O5 _' PLANS AND ELEVATIONS. ALL STANDARD VENTS �, = TO BE GREATER THAN 3'-0"FROM ALL OPERABLE ;4. 0 i ©I `r , A Y O5 t° OPENINGS. ALL GARAGE EXHAUST VENTS SHALL - UNIT 2.4 - B -*�- G y UNIT 2.5 - B UNIT 3.1 - B _ BE GREATER THAN 10'-0"FROM ALL OPERABLE �,, , iv OPENINGS. in 0• r I 202 M 2 A3.01 21. CRAWL SPACES SOIL SURFACES SHALL BE N Co !" ! N c° COVERED WITH A SOIL-GAS RETARDER MEMBRANE -c ^O .- - I - - ® . N (MIN. 6 MIL POLYETHYLENE)AS PART OF A h OO dc ---- _ - - f 16 i ( � � aO I - COMPLETE RADON GAS MITIGATION SYSTEM. �� ' I 1 I 22. CRAWL SPACE VENTILATION SYSTEM IS BY OTHERS A3.02 2 N r I! ----1 ® - � O AND SMALL BE PERMITTED UNDER A DEFERRED -� ' UP t rl0___ 4"1 12" ' SUBMITTAL. ��-, N I - © i , DN 2 O � Il • - 23. SEE DETAIL 71A8.i2$ $IA$.12 FOR GARAGE OPENER v - ) 1 I O0 n n s-) =-1)-ii., 0 - INFORMATION o ' C r ' A3 I. ___-. t -- ii O. ` -1 I 24. SEE DETAIL /A8.12 FOR NONRATED WALL n Q I di .,,I I ErT_ I . I■R�i■n -� j I I Ndi El _ -1y_ --- (1)�' • _ _ t""'" �' �'; L,___. N CORRIDOR INTERSECTION WITH 1 HR FLOOR/CEILING ABOVE. lk 11 U � 20 _ �'J cORRIDOR 2-l`Z" I __- N� wALL i-n0 r fil) in ` i,) ___.1 -in I I 21 ' �, _f/�� - . �� - Lill ;_i__u_11: 2_rI ,� r �� �•'r.�1 Zo1 _ '- ' NPARTYIn Ir - l !Z Z 0 . 2 12 f r Z. 11. 0 1 oin `n CORRIDOR�! - _ - - r� WALL WALL v � / 1-- I in ,. , -��--'__L_ .' WI �_ p , 1�F - Q I 7 t --1 i j1-- (1) � �� I leilij 00 y 1 21 • I i * iv I _ Oc___:: 0, 00 i , 64,L.,-. 0 C_5.) I k...___i lopg A-r\ 00 ill 1 1 1(7)1 1 rebo _\ . _N._ . i,, ,___ • • v - - L i -CD--.1 1 L� I 1 4) &- __i oto _ _ _ ;1,4 0 RI C-Dr)c. L___ r , _ iv BRIAN R.FLEENER s. w --- i \Li/ 1 1 j - ®� I - 1 ' M eta P8R1�.III�D,OR NI ' 10 © % , UNIT 2.3 - B 3 Q+ mr„co -A _ r i N N ] S ) i - - �' C O r_-: © sIM UNIT 2.2 - B , UNIT 1.3 - B O 20 UNIT 1.4 - B 30 ---7---, - r > I � 20 _ _ _/ r op a =:1---- STAIR -B3 - t � •- � 1 1 � 1 1 10 1 1 '�79 ` �>a -� O v , O O O O O O l rJ___-- 21 Plex First - - 34 , • _ �- Floor Plan 000 000 1 © © © , a „Jai ' p A:i.02 o ._ 2' , 2 314'' 3 12"� 1'-11 1/4"� (3 1/2" 1'-8 3/4 3 1/2"-•\ 3 1.2" -- 9 112" '- '_ „ '- ) (-3 1/2" „ 1 i1 " -1'-0" 2`-5 1/2" 3 1/2" „ ' 0" 0",4'- 1" 13'-0" L '-6.,,,''�'-fi' ,_6,�'�� 112" g,-0':10,3'3p„/ 1114"3112-6' _6, ,'6112„ 0„ 0 „ 73314"0" /31126 '-6 -6 �0 3110 -q �3 -0/r -0 r '-0" f31Q,;� - 10` '-0" 3'_0"�3'-8" 6'-0" 10 112 -, ., .'�a �• ` -, 1 114 / ---- -�f- r � -/ i 1112" 5 112" -3'-4 1/2" 61'-3112" ,7'-9" I - 9'-8" r- 11' 10'-7314" 4'-3" 9'-8" 4'-81/2 10'-6112" 6'-9114" 9'-7112" 2' ;1 1 10.-3112' 11 5112" 13'-3" 9 - 1112 !' � Ar P •P / I / q r r I 1 1 I I a -.'- y' 44'-4" - - L 29'-3 1/4" �• 29'-3 1/4" 10'-0" ✓ 34'-3 1/2" 3'-4 1/2" 147'1-2' o - - - I PROVIDE KNOX COMPANY - cc RAPID ENTRY SYSTEM(S) < Q Q F= ¢ PER EACH BUILDINGS AS # Date Description a 1 o_ + V) nn APPROVED BY TUALATIN al VALLEY FIRE AND RESCUE Revisions 15. Ci A3.0241) (1) itiD li. JANUARY 12,2017 cn Date 0 U BB, KB, SM vil tam Designed By WY,ZD F Drawn By L Qf BB, KJ cc- ii t in Checked By arc § - 17857 U Q o Project Number 0- E A2 . 0 1 j 0 Sheet Number 1 FIRST FLOOR PLAN 'a; Copyright 2016 O A2.01 SCALE: 1/8"= 1'-0" If this drawing is less than 24"x 36",it has been reduced. Scale accordingly. N °1 rr FLOOR PLAN NOTES - 0 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. �� �1�e,�.a� � �C�5 3, FOR CONSTRUCTION ASSEMBLY DESCRIPTIONS SEE SHEET A,.°'. Otak Architects, 4. SEE PLANS FOR TYPE A OR B ICC/ANSIInc ACCESSIBLE DWELLING UNITS. 808 SW 3rd AVe, Suite 300 NO 4- t( 5. SEE UNIT PLANS FOR TYPICAL UNIT FLOOR L.1 DIMENSIONS,TYPICAL NOTES,AND WALL Portland, OR 97204 ASSEMBLIES. Phone 503.287.6825 6. SEE STAIR SHEETS FOR STAIR DIMENSIONS AND ® 5ez V---; -.4-- I OTHER STAIR INFORMATION. Fax 503.415.2304 7. UNLESS OTHERWISE NOTED ALL MECHANICAL DUCTS AT FIRST AND SECOND FLOOR/CEILING ASSEMBLIES SHALL RUN UNDER 1-HR 5-E'e Wv5 4 FLOOR/CEILING ASSEMBLY. 8. MAINTAIN WALL AND FLOOR/CEILING ASSEMBLY ORATING AT ALL TUB/SHOWERS. 9. SEE SHEET A1.11 FOR ROOM FINISH SCHEDULE AND River Terrace East FOR DOOR AND WINDOW TYPES AND SCHEDULES. LI 10, SEE DETAILS 1 /E8,11 AND 14/A8,11 FOR WALL ID - ' Wk- '- .. INTERSECTION DETAILS AT 1-HR&2-HR WALLS. 11. SIDEWALKS AND PATIOS SHALL SLOPE AS SHOWN I ON PLANS.WARP CONCRETE AT WALLS AND Ste, � COLUMNS AS SHOWN TO FORCE WATER TO �P- ', 1 MIGRATE AWAY FROM AND AROUND WITHOUT SW Roy Rogers Rd. �/Q �/ c EXCEEDING 1.5% MAXIMUM SLOPE, �.' YA 2 i �J �i A3 01 Yi YJ 12. SEE 19/A8.11 FOR FIRE EXTINGUISHER CABINET Tigard, OR 97223 0 St., ` " A4.01 A4.01 DETAIL.COORDINATE LOCATION WITH FIRE SIM - SIM ~ S MARSHALL AND PROVIDE UL-RATED TYPE ABC FIRE Q Q 1 3ilk EXTINGUISHER WITH 10 POUND NOMINAL CAPACITY AND AMMONIUM PHOSPHATE-BASED DRY CHEMICAL S A4.11 a Vir A4.11 IN MANUFACTURER'S STANDARD ENAMELED 14T-2" CONTAINER - I I I 13, FOR MECHANICAL SYSTEMS&EQUIPMENT SEE r 37'- 11" 10'-0" 42'-2 3/4" 57'-0 1/4" � MECHANICAL DESIGN/BUILDING DRAWINGS, 12'-9" 13'-3" 11'-5 1/2" 10'-9 112" T-6 1/2" 8'-7 1/2" T' 10'-7 1/2" 10'-4 314" 12'-2" 10'-11" 8'-8" 11'-8 112" 14. FOR ELECTRICAL LIGHTING&EQUIPMENT SEE -.> 1 / 1: �r y y 'r '� '� 15. FOR FIRE SPRINKLERS SELF RE SPRINKLER 1/2" 5 1/2" 1'-6"-� 1 1/4" 1'-11 3/4" 1'-2 114.,___- 3'-10"., 6'-0" ,j3'-0" 0" '-Tj3'-0" 3'-0", 0", 3'-0", '-0".- -0" 3'-0". 3'-0". -0 .3'-0" 3' 0",„ '-0" 3'-D". -0" 3'-0" -0" ON -6"3'-0'. ON /BUILDING DRAWINGS AS APPROVED BY .r• ! 1 -r--a�' r I 11 r �`' z !' ,„3. -sf • , ,• r `r +1� r i.3'_ ©RE MARSHAL. " 1 1 t` 1 f 1/2" 3/4" 1 1 1 1/2" 1 3'-4 1/2"� 3 1/2"' 3 1/2"' 1'- 10 1/2'J 3 1/2 -3'J 1 • 2 3 1/2'' 2 -2 3 1/2" 2'-0 1/2"j) 3 1/2", 2'-11 1/2"I-2 3 1/2"- 2'-3 3 1/2'- I -2 1/4' '3 3 1/2'- 16. OPERABLE PARTS OF LIGHTING, ENVIRONMENTAL, SECURITY CONTROLS AND ELECTRICAL RECEPTACLES SHALL BE MOUNTED BETWEEN 17, Aloki I AND 48"ABOVE FINISHED FLOOR AND ELECTRICAL West Hills PANELS TO BE LOCATED WITHIN REACH RANGE OF �i A5.01 ( 4 48"ABOVE FINISHED FLOOR TO HIGHEST CONTROL AT GROUND FLOOR UNITS. `) { i - 17. FOR FLOOR ELEVATIONS SEE SITE DEVELOPMENT Development DRAWING PACKAGE. I C� C0 C® 0 . 18. SEE DETAILS 9/A8.11 AND 10/A8.11 FOR 735 SW 158th Ave., ° � ---------L, .. t. - 1 r w o _......_.... 11 o _ '� .._ - - °1, (1) INFORMATION REGARDING JUNCTION BOX A. 4, _ . ,� --- .- 0 - _ - _ Z . �....�. ..■ 1 1 �, Beaverton, OR 97006 006 -- ir---.�--v °° '. 1 1 """r � 1 1 p - �_� �,, / -'� - PLACEMENT AND DETAIL 11 !A8.11 12/A8.11 FOR -v STAIR 1 I o l , Q PLUMBING PENETRATIONS FOR ONE AND TWO Q t Q fo HOUR RATED WALLS. v , J CD i-,,- 19. SEE 1 /A8.11 FOR TYPICAL INTERIOR WOOD DOOR r---riIT\ , �,�. �; �.,.,� ihhht- FRAME DETAIL(AND HINGE JAMB DIMENSION. ° � I 3 SIM SIM c,-) ic, 20. SEE ELEVATIONS FOR ALL UNIT VENT LOCATIONS. SIM _ _ _ _ I A4.13 . fAllai MECH DESIGN/BUILD TO COORDINATE LOCATIONS SOFFITS WI LOCATIONS SHOWN ON N ter,. el N 3 ;` UNIT 2.4 1 - ____,__ I , Y UNIT 2,� A4.13 UNIT 3•�I 5 m PLANS AND ELEVATOF VENTS AND ONS. ALL STANDARD VENTS v ® 1 A4.13 L " f I I 1 le , 1 TO BE GREATER THAN 3'-0"FROM ALL OPERABLE _ ( II - #f I I c�.t OPENINGS. ALL GARAGE EXHAUST VENTS SHALL �., _ ) - ' . _T- _ - '�, I 2 A3co ro .01 BE GREATER THAN 10'-0"FROM ALL OPERABLE N �' 3 ,�" .rim I 1 - , N OPENINGS. �, ,;,`O , I 2n 21, CRAWL SPACES SOIL SURFACES SHALL BE -I _ __ I MI OM " _ t I r� I 1 "� COVERED WITH A SOIL-GAS RETARDER MEMBRANE III = j �� __ I '_ I `� (MIN.6 MIL POLYETHYLENE)AS PART OF A A3.02 2 N }-^ i _......0 ©N __ t - COMPLETE RADON GAS MITIGATION SYSTEM. Ni °I 1 UP ' ■j I I r 22. CRAWL SPACE VENTILATION SYSTEM IS BY OTHERS .l ;11 I 0 VI t Li I i * = AND SHALL BE PERMITTED UNDER A DEFERRED ti. 0:1 I 1111 '�;pN' I .- © �► i , - iirm_ i I �� 23. SEE DETAIL 7/A8.12&8/A8.12 FOR GARAGE OPENER R.- -- rT-- \ O `-,.--___ No �- - - 0 f N N INFORMATION - II _ 1, I I© • - �. _ CORRIDOR n- - .,.. ... ..- I,....:}. \ \ 24. SEE DETAIL 5/A8.12 FOR NONRATED WALL to . - t -_ � I - �� I( `� , - o PARTY WALL 32 + ,_L_ -- INTERSECTION WITH 1 HR FLOOR/CEILING ABOVE. N -, 20 (.. \., CORRIDOR '72) 20 _N ' ro frM1 - PARTY v t -. 'l �n s . > .. „. ..... .. � � � -� _ . � CORRIDOR WALL • -� : - CD Do -- L1- 1 L1 _� L�__i I j C7 WALL 1) -- II I . - /I 1 ,--(6 0 c0 1 STAIR 2 I a Q • ) , r f: �F�N‘ I -70 ♦ E •i (5) 6 , ; f.1,�, r_ . _ u '=1_R'� .eLir r" �J1 i 72ti ;. _,111 j a -- . "`( r� J L= - N ®N.. (--; __________ , ,C,sY L ________ __ __ __I ,__ ___ _ _ I el I , • _ I f y UNIT 2.3PORTLAND,OR , UNIT 2.2 = UNIT 1.3 I; UNIT 1.4 I _ r`„�1 .. .,, CV � N C7 CV N ao `n 5 > ►. SIM -- ( N ., JAnik SIM 20 tt t iio 6r> 20 1 11 I �--� I Q I Q 1A _..63 c"1\ ,......._ a; v__44- \ ,�_�� i"--I-' d _. I I 0 , -____.2r--' _ 21 PIex Second malla ;u q � N r __ _: ,_T__-_.-- 3 3G ....__._ IL , 3 o "'! .., Q {--- 0 ASL_ . ...___ Floor Plan COCA 0 C> ici co © 3 a. 5-©2/ /3 112" `-1" /3 1/2"' 2' 2 3/4" >3 1/2" 1 " �/z 11 1/4 43'-0" 3'-0" ,3 1/2" 1'- 3 1/4" 3 1/2"-N 3 4'2" -3' '-0"• 1/7 3 1/2" h' �j'_3 1/4" 3 112"� 1/7 3 10, 2" 2'-4" V3 1/2" 2'- 10" (3 1/2" i3'-0" i3'-0" 4'-0" 3'-0" 6r'-6` 6' « 1/2" fi' + -6' ''-6, . 1/�fl, -0 '-6'.'-6 :,'-6' 10" '-0" 3'-0" 3'-0"i, '-©" g'_0 -ON 3'_8" 6,_0,1 -3'-4112,1 10 1/7.--J, -at r' sr' 1 1/4") 1 1/4" - �2'- 1 1/2" l r 3' 4 1/2" N „ ,1 112" 6 - 1i,--1'-3112" 1T-9 1'- I, 9.-8" ''-11 10'-73/4' 4'-3' 9'-8" 4'-81/2" 14 -61/2 6'-91/4" 4 -71/2" ., 10'-31/2 11 -6" �,. 13' -3" r, 9'-1 112" •T •'�I 'I • e p' .,. .+ •r 44'-4" ; 29'-3 1/4" 29' 3 114" 1 D'-0" 34'-3 1/2" 1 147 1 1.211 ( I 1. .I caa 1 a uXi ,cn cxu c ( # Date Description o Revisions YA r. .4 bk. 4 b. 1) A3.02 IIMO • Tul* 4)T JANUARY 12,2017 Q _ Date U w BB, KB, SM m Designed By 8 U 2 WY,ZD cy I" Drawn By ki it BB, KJ I) Checked By 1 17857 ' Project Number i cs n 1_ w 0 2 3 A2 . 02 o 'ciiSECOND FLOOR PLAN Sheet Number u' A2 02 SCALE: 1/8 = 1 -0' PY 9 I If this drawing is less than 24"x 36;it has been reduced.Scale accordingly. ct N 7: aill4 FLOOR PLAN NOTES 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 Of 5Att1- 14e_ feot5 SEE SHEET A1.01, 4. SEE PLANS FOR TYPE A OR B ICCIANSI ACCESSIBLE DWELLING UNITS. 5. SEE UNIT PLANS FOR TYPICAL UNIT FLOOR Otak Architects, Inc ..@ Noi- ustc) DIMENSIONS,TYPICAL NOTES,AND WALL ASSEMBLIES. 808 SW 3rd Ave, Suite 300 6. SEE STAIR SHEETS FOR STAIR DIMENSIONS AND 20 5 te_ . -* ) OTHER STAIR INFORMATION. 7. UNLESS OTHERWISE NOTED ALL MECHANICAL Portland, OR 97204 Phone 503287.6825 DUCTS AT FIRST AND SECOND FLOOR/CEILING Fax 503.415.2304 ASSEMBLIES SHALL RUN UNDER 1-HR 7., FLOOR/CEILING ASSErv1BLY. .. , 8. MAINTAIN WALL AND FLOOR/CEILING ASSEMBLY RATING AT ALL TUB/SHOWERS, 0 Dez, ,...9sr. .1:F , 1 „._ 9. SEE SHEET A1.11 FOR ROOM FINISH SCHEDULE AND FOR DOOR AND WINDOW TYPES AND SCHEDULES. 10. SEE DETAILS 13/A8.11 AND 14/A8.11 FOR WALL River Terrace East 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 5e,,,e,, gctric ..- --- 5 EXCEEDING 1.5%MAXIMUM SLOPE. 12. SEE 19/A8.11FOR FIRE EXTINGUISHER CABINET 1 DETAIL COORDINATE LOCATION WITH FIRE ‘N Roy Rogers Rd. A4.01 MARSHALL AND PROVIDE UL-RATED TYPE ABC FIRE EXTINGUISHER WITH 10 POUND NOMINAL CAPACITY Tigard, OR 97223 YA A4,01 YB YD A3.01 I A 311 SIM ‘s....19F SIM lb AND AMMONIUM PHOSPHATE-BASED DRY CHEMICAL 4 :::). IN MANUFACTURERS STANDARD ENAMELED ( ) 5E4, /-:-14.c,-,er 1*-- 7 ce cc A4,12 ' A4,11 CONTAINER ...I7..< 1=< 1 cc-N 13. FOR MECHANICAL SYSTEMS&EQUIPMENT SEE t- ill U) ill u") if r.' MECHANICAL DESIGN/BUILDING DRAWINGS. 147-2" 14. FOR ELECTRICAL LIGHTING&EQUIPMENT SEE ELECTRICAL DESIGN/BUILDING DRAWINGS. 37 -11" ,.. 10'-0" ,ff 47-2 3/4" J'' 57'-0 1/4" e 15, FOR FIRE SPRINKLERS SEE FIRE SPRINKLER 17-9" .I. 13'-3" , 11'-5 1/2" 10N 11" 10'-9 1/2" 7'-6 1/2" 12'-8 1/2" 10'-8 3/4" .,1 10'-4 3/4" 4, 12'-2" 10'-11" 11'-10" 11'-8 1/2" DESIGN/BUILDING DRAWINGS AS APPROVED BY , .i. .1.. FIRE MARSHAL. , --/ SECURITY CONTROLS AND ELECTRICAL ----T RECEPTACLES SHALL BE MOUNTED BETWEEN 17, 3'. 5 3/4' 2'-T' I 2'-3 /2" I 2'-7 '1/2" 3'-9 1/4" 3 1/74-11 ' 2'-2 1/2" 2'-11 114"-' 2'-3 3/4"-- AND 48"ABOVE FINISHED FLOOR AND ELECTRICAL PANELS TO BE LOCATED WITHIN REACH RANGE OF 48"ABOVE FINISHED FLOOR TO HIGHEST CONTROL AT GROUND FLOOR UNITS. 17. FOR FLOOR ELEVATIONS SEE SITE DEVELOPMENT West Hills 1 Alli 1 1 DRAWING PACKAGE. 18, SEE DETAILS 9/A8.11 AND 10/A8.11 FOR MFF INFORMATION REGARDING JUNCTION BOX Development PLACEMENT AND DETAIL 11 /A8.11 12/A8.11 FOR I 0 0 PLUMBING PENETRATIONS FOR ONE AND TWO 735 SW 158th Ave., 11./. HOUR RATED WALLS. _ _ ________ _ ' ' a 2 ' Beaverton, OR 97006 , 19. SEE 1 IA8.11 FOR TYPICAL INTERIOR WOOD DOOR `194 , C.) "0 t ,I, --, ' 1 ., -7,-_-- L 1 I 2 fa o 0 1 7,,,,___:4, ', % - _ _ ...... _ .immim._ 0 40 .. ,- 0 ...N... to it so ... ___ immiun a o c.) 41111 FRAME DETAIL(AND HINGE JAMB DIMENSION). L -.1 c-- . s -1111611.1111111,111111 - .- i 0 0 --l' I* 4-- \i,' 20. SEE ELEVATIONS FOR ALL UNIT VENT LOCATIONS. ,„ . - --1- OPEN .1 () 0 t ' 0 MECH DESIGN/BUILD TO COORDINATE LOCATIONS ritt. I-- am i . i I-1 n 1 0 0 ilkb. I 1 tv OF VENTS AND SOFFITS W/LOCATIONS SHOWN ON %. 0 -- ----t- \\AI) i th,. ...... ... 1.....- _ PLANS AND ELEVATIONS. ALL STANDARD VENTS . hIbb 1 0 tni '" TO BE GREATER THAN 3*-0"FROM ALL OPERABLE 04' ' 3 SIM ON SIM / AI N, II 1 1111‘, A42.13 SIM OPENINGS, ALL GARAGE EXHAUST VENTS SHALL „„--,... 1 - Zii_ n 0 i A4.13 STAIR 1 i 1 r A4.13 '101e 1 ° ( BE GREATER THAN l0'-O"FROM ALL OPERABLE OPENINGS. .. i y i 1 'lir i,..... UNIT 2.6 20 N r. 21. CRAWL SPACES SOIL SURFACES SHALL BE . Ito 6 m (il) UNIT 2.4 II I ( i -,.................„-z..... 1 NMI - ,, , UNIT 3.1 tsi -,..) COVERED WITH A SOIL-GAS RETARDER MEMBRANE , i II i --'s\\\ r 2 A3.01 , , (.? roc4 (MIN.6 MIL POLYETHYLENE)AS PART OF A 1 . g4") RS ( ) , -------1.` ""R"'-"--. 1 -- r' ir - I I I - a. , , , . ---- s : 22. CCORAMXSTPEARCAEDvEONNTtSTIVIIOITNIGASNTSITOENNISIYSSBTYEMO.THE Z""Nk :1-1----i- / LAI / Ci II i - i-6) -4-4 csi 1... .4 1 i --, , „. I ____ \*N. AND SHALL BE PERMITTED UNDER A DEFERRED 23. SEEDETAIL7/A8.12&8/A8,12 FOR GARAGE OPENER i„...... - ,...,.., ; *i 1 111‘‘ 4 ' ' 1_ ..I \ II is- A3.02 2 A4 r. ZN, r" LIV - 1 --- • T DN '21 , _ 1 , 1 <NT() L, , .4, tl. , 5 i i 4iir t- i 1 . i 1 INFORMATION i 1 1\i'u n 7\---111 ‘Q/I 05310114, l' : //; I t@7_ j_.„ _ 4:41 1 24. SEE DETAIL 5/A8.12 FOR NONRATED WALL „ / ____ , 1-.1 INTERSECTION WITH 1 HR FLOOR/CEILING ABOVE. €9 / .. r(-, 1 CORRIDOR .. i _ PAP- E.. ----- ' 66' I 11111 (--- cpc) ____J i r__ . 0 1--- L----- Ls trz= NM A 4............ 1111--I 4 I , . PARTY WAL 20 -- \, A I -- ........................._ CORRIDOR (r) _ 1-411 ,-- 21 ' 20 in ' in , 141k I - . ,_,LL ® 1 I 014*6 ibl S3 CORRIDOR 33 mv me _ PARTY _ , . lik - , ., . , , . I (r) I I , L) - - -_, i I1 - - 4 - -"I' \, 1 IV-46r WALL = Nr , . - _IN, . - it-) --,r0 .---- 1 it i 1:67= ..... - ,,-- I , - LI .., k i I WALL ,...„ ,.._...._ 1 1 CO I - . ' 3 \ : . . , il - DN 1 11.7 ki 5 1 I MAN R.KEENER s , kw Le ss \\\-1-‘..- • _...4 \-.-7.,. . , / ------ ' I \-1."tie Var I 0'1Z' ' L--_- I C) jul 1 , .. ____ ____ 'r 11 • 11 11111111111. - --,'.64 0 8 41 , , . ot ; 1,011 1 Tir I ,,,, -40 * POR 3,OR .z.... - ; l-1, ....i -„-i-- 1 -\„..._ I I lik , ... 'iNi ,A tv co 'Q ,.., i , (1 • r . A4 11 0- UNIT 22 A4.11 r' . UNIT 1.3 UNIT 1 A - STAIR 2 -------- rL, 0 i P 1 I aN.,- cY) ihk 1 lik'""11 igir - 1 II ik. 20 442731 UNIT 2.3 .. to 04 C61 c61 `^..: I 1 SIM SIM 1 I I _ 2 . < 4 „ . , c.) 471 c.-) OPENI i It Lt-"--476W1 0 4C".) 0 /7 Ni • C,-_,/ , ' • ., - Ni 0 7.0 ifilaiman ' I ill 21 Plex Third l'•• o 1 , in - 34 Floor Plan 6 ........., aS I 11A a Mk a. 111`.02 3'-2 1/4" 1/2„ 3,-6 1 lz, ., 3 1/2 l'- +0 ,3 1/2" ..--7 ,4" 3 1/2" 2 -1 " ;1/2", 3'-7 1/T ,-4 1/7' 3 1/2"-..,\ 1'-9 1/4"-- 3 1/2"--,\, 3 1/2"-N /-2'- 1" ,3 1/2" 3 1/2" 7-7-2 3/4" 7-----3 ( N , ,, if , „ . „, 4 . . . . . , „, I --: . .,_ 3.-0' 3 -0 3 -0 .3 -0 3'-0 1 -0' 3 -0 -06'-0 /---C.;3 10 1/2"-, .,..,.311 t_ror3-04"., '-0"/3'- „2'-0" ,..3'-04',„' '-3" ., ?'-cry-cr i ----, _e3.-cr.,-0., 6'-4 UT 3'-0" 3'-0"., ( , /3'-0", 3'-0",3'-0" - - - - . ,- , iip -3 112" 17'-9" 13'-8" .1* 10'-7 3/4" f 1 1/4 "" 18'-7 1/2" 10'-6 1/2" rl 1/4" 18'-6 114" L 10'-3 1/2" " 13'-3" 9'-1 1/2. (,,,,--;:3 -4 1/2 " 1. ' 5 . .4' 44'-4" 29'-3 1/4" 29'-3 1/4" 1/2 10'-0" 34'-3 1/2" 1 147-2" / I I I 1---1 ›- caNsr iiib6 dilli16/. 17Z*C' LI-Tc Date Descrption I a Uhl& Revisions ..: 15 YA 42) A3.02 Ns 11111) 8 lib JANUARY 12,2017 to Date 0 0 BB, KB, SM 't.11 to Designed By ill 8 e WY,ZD LB 1-• Drawn By L9 BB, KJ rt- Checked By c co 17857 0 0 Project Number 9 111- irl A2 1 0 3 0 1 THIRD FLOOR PLAN (------ Sheet Number A2 Copyright 2016 O ir. A2.03 SCALE: 1/8"4= 1%0" 1 ff this drawing is less than 24*x 36,it has been reduced.Scale accordingly la N a'.