Plans (101) PLM2018 -00198
FLOOR PLAN NOTES •
? ALL DIMENSIONS AND GRIDS ARE TO FACE Or_'U.^ r•.,,.•,
�c r°
AND EDGE OF ROUGH OPENING UNLESS OTHERWISE "'
NOTED .
2. FOR ARCHITECTURAL ABBREVIATIONS&SYMBOL
LEGEND SEE SHEET A0 01
3 FOR CONSTRUCTION ASSEMBLY DESCRIPTIONS SEE
SHEET Al 01.
4 SEE BUILDING PLANS FOR TYPE A OR B ICC/ANSI
ACCESSIBLE DWELUNGUNITS ( Otak Architects, Inc
5. SEE UNIT PLANS FOR TYPICAL UNIT FLOOR 808 SW 3rd Ave. Suite 300
DIMENSIONS, TYPICAL.NOTES, AND WALL
ASSEMBLIES Portland, OR 97204
6, SEE STAIR SHEETS FOR STAIR DIMENSIONS AND Phone 503.287.6825
OTHER STAIR INFORMATION Fax 503.415.2304
/14 I _ 7. UNLESS OTHERWISE NOTED ALL MECHANICAL
S DUCTS AT FIRST AND SECOND FLOORICEILNG
11 C �yl�(�� w 1 \ }V\' . 2�� , 0ql ^ P[Lwbi� MAINTAINFLOORICEILING
WALL ASSEMBLY.
ASSEMBLIES SHALL RUN UNDER 1-HR
5e� Ck�'� l �rw,,�� �Jg0✓1 V.�or i� 51.x,11
S n f (�1 I 8 MAINTAIN WALL AND FLOOR/CEILING ASSEMBLY
See- i7 tSU- ,j I C J� P RATING AT ALL TUB/SHO OM S.
FI
(°. Ji 9. SEE SHEET Al 11 FOR ROOM FINISH SCHEDULE AND River Terrace East
2 FOR DOOR AND WINDOW TYPES AND SCHEDULES
�Q ts� 10 SEE DETAILS 13 PAS AND 14/A8 11 FOR WALL
CINTERSECTION DETAILS AT 1-HR&2-HR WALLS.
o,
11. SIDEWALKS AND PATIOS SHALL SLOPE AS SHOWN
Q n.tSv ON PLANS WARP CONCRETE AT WALLS AND
YCOLUMNS AS SHOWN TO FORCE WATER TO MIGRATE
,04 15% MAXIWAY MM AND UM SLOPE. SW
WITHOUT EXCEEDING SW Roy Rogers Rd.
(f �( {,�,� �� C 12 SEE 19/A8 11FOR FIRE EXTINGUISHER CABINET
1 See_ Ws, C C DETAIL. COORDINATE LOCATION WITH FIRE Tigard, OR 97223
MARSHALL AND PROVIDE UL-RATED TYPE ABC FIRE
I EXTINGUISHER WITH 10 POUND NOMINAL CAPACITY
1 �Q� � 5� 3 I AND AMMONIUM PHOSPHATE-BASED DRY CHEMICAL
t
II ` l ���� IN MANUFACTURER'S STANDARD ENAMELED
CONTAINER
5(r-33/4" 37-51W Ly/ 13-
7 �L� 1 t�L\ _ FOR MECHANICAL SYSTEMS&EQUIPMENT SEE
V i� MECHANICAL DESIGN/BUILDING DRAWINGS.
14. FOR ELECTRICAL LIGHTING&EQUIPMENT SEE
ELECTRICAL DESIGNIBUILDING DRAWINGS
8 See �`�f # SEE FIRE
7 A3.01 15 DESIGNIBUIFOR FIREILLDING DRAW RINKLERS NGS AS APPIROVED BY
i I 3 4 I FIRE MARSHAL
A4 11 2 A4.11 _ ' It
V (%{J 16 OPERABLE PARTS OF LIGHTING, ENVIRONMENTAL,
t L SECURITY CONTROLS AND ELECTRICAL
RECEPTACLES SHALL BE MOUNTED BETWEEN 17
A4 Ot A4 01 AND 48"ABOVE FINISHED FLOOR AND ELECTRICAL
WOOD FRAME F S Th F I ITN REACH
���Q ,�}- 1fY' ` SHEAR YJALLS 0' PANELS B_ LOCATED WITHIN P,.A.,H RANGE OF
�/ "" �tS� Li - I 48"ABOVE FINISHED FLOOR TO HIGHEST CONTROL West Hills
SEE STRUCT. AT GROUND FLOOR UNITS
17. FOR FLOOR ELEVATIONS SEE SITE DEVELOPMENT
� to f— - - - - - - - I - - - DRAWING PACKAGE. Development
Jt� O Z 18 SEE DETAILS 9/A8.11 AND 10/A8-11 FOR
BUILDING FOOTPRINT ABOVE,' �� INFORMATION REGARDING JUNCTION BOX 735 SW 158th Ave.,
o c o a o 0 o EXHAUST I I' . o o I PLACEMENT AND DETAIL1I I A8 11 , 12/A8.11 FOR Beaverton, OR 97006
TOP OF SLOPET PLUMBING PENETRATIONS FOR ONE AND TWO
- — ----- FAN 2 - 1d 1 -—-- ----- I I HOUR RATED WALLS
- BRAWL SPACE CRAWL SPACE p 19 SEE 1 /A8.11 FOR TYPICAL INTERIOR WOOD DOOR
EXHAUST _ - -- - - I _ _ - - - - - - -. - - - - - w w 13 FRAME DETAIL(AND HINGE JAMB DIMENSION) OF
FAN — 7' - m 20. SEE ELEVATIONS FOR ALL UNIT VENT LOCATIONS
T-8" O 3. - - MECH D SIGNlBUILD TO COORDINATE LOCATIONS
p¢ 13'- 113/4" �a�t0 -8' 10 -93/4 y> I
I m m ¢ Z - - -- 1 Wt N VENTS AND SOFFITS W/LOCATIONS SHOWN ON
> 0 ^ ACCFSS _ PLANS AND ELEVATIONS ALL STANDARD VENTS TO
1 a'-3 114" - 26 A4.12 HATCH �-f--- BOTTOM OF St OPF
—_- - - _ J_ BE GREATER THAN 3'-0"FROM ALL OPERABLE
fI t 3I RFTAINI G WAt L II IN;1 - -�Ir OPENINGS. ALL GARAGE EXHAUST VENTS SHALL BE
- STORAGE STO E STORAGESTORAGE 13 K Tb G STO 7 vi OPENINGS
GREATER THAN t0'-0"FROM ALL OPERABLE
i t 3 I 2 STORAGE 4 4 a 4 4 4 (6 BIKES) 4 21 CRAWL SPACES SOIL SURFACES SHALL BE
A4.12 f! V A A 12 COVERED WITH A SOIL-GAS RETARDER MEMBRANE
0 v (MIN. 6 MIL POLYETHYLENE)AS PART OF A COMPLETE
-- _ -- -_ — - - ---.- --- -- - __ RADON GAS MITIGATION SYSTEM
: tt Q' �jf 22 CRAWL SPACE VENTILATION SYSTEM IS BY OTHERS/
b 0 ',Al 1'-1 5'-9' tt 3'-3 4 0` 1 L4 3 tt" 13
J I 1__ _ 2 _ ' B _ -- I DESIGN BUILD AND SHALL BE PERMITTED UNDER A
IT PASSAGE 1 1 F - - - '. 1 23. SEFERREDSUBMiTTAL.A .1
-- J SEE DETAIL
INFORMATION
/ 8 12& 6/ 8 2 FOR GARAGE OPENER
n
81 _ I �-- 24- SEE DETAIL 51A8 12 FOR NONRATED WALL
`\ �) 71!
A3,/) 22 I 1 II / I t' e, 8, 4 V2, I INTERSECTION WITH 1 HR FLOOR/CEILING ABOVE
r A3.01 4 1, GF -III ( L-� I ' q 3 I 2IND
A3.01 I
O I t 2 t\
io 1A
N A501 3„ � 6 Ni APR 25 2018 372 A
- 2 UNIT 2.1 - B A4 11 I 22 I 3 �S . UNIT 1.1 - B O CITY QFTIGARD 1 A. l ENER
m A4.t1 SEE A5.20 I A4 12 SEE A5.12 O o �Vatinvc n�vIsidu
OS I TYPE BICC/ANSI I - I TYPE B ICCIANSI , RTLA OR
ACC UNIT 1 r ' I ni
I - I . ._ . . \ ACC UNIT10
0�' 0�LY
1 )1
---- M
1 , 1 10 STAIR 10 - —r--- ----- ----- CITY OF TIGARD
" '�r—- - - - � -- - - — - Approved............................... ]
Z. ( 10 I �OI 3 O O I IO Conditionally Approved.............. ]
I (I I ,o See Letter to: Follow.................. [
r I � 10 [ 11 ' 10 Ariached..... ( ]
N i _ _ -- PLM�ot$-0O1g8 12 Plex Uphill
PermitNumber,
n I I � PROVIDE KNOX COMPANY �_--
o Addreaa�
RAPID ENTRY SYSTEM(S)
M I 1 - 1'-5" 1'- 1 , - d nate: .5-3-201A Basement Floor
S f I! PER EACH BUILDINGS AS By, 31dg. Plan
a BY TUALATIN
�' L 8 -2" I AVALLEY PPROVE RE AND RESCUE
a -
3 OFFICE COPY
-2•_ I A3.01 j 3 1
i I t
0 _( _0" -6, 6 0" ,_0. I a ._0" 3._y. -8tj
6'
2'- 11 IIP 31/2" '-2 1Q" 312" 3 1R" 31@" -T- 1 3 1/2"
- 19'-0" 1T-15" ,0 -11" I 10'-91/2" IT 61/2 5'-2"
� 43 .4" 9'- 11" � 2W-W —
M - - - # Date Descnption
Rev.-worn
FEBRUARY 15,2017
I I Date
p I BB, KB. SM
W Desyned By
a. n
m � l vJ ID
Drawn By - -
w
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17857
Project Number
a
A2000
M
N N
U BASEMENT FLOOR PLAN Sheet Number
y Copyright 2016 KJ
It:a (�.�� SCALE: t/8"= V-0" It this Brewing a less man 24-. 36 ,f has
(D been reduced. Scale WCOrdmgly
K
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 SEE
SHEET A1.01 do
4 SEE BUILDING PLANS FOR TYPE A OR B ICC/ANSI !'
ACCESSIBLE DWELLING UNITS Otak Architects, Inc
O 5 h2e Kenos 5 SEE UNIT PLANS FOR TYPICAL UNIT FLOOR
DIMENSIONS,TYPICAL NOTES,AND WALL 808 SW 3rd Ave, Suite 300
ASSEMBLIES. Portland, OR 97204
1 6 SEE STAIR SHEETS FOR STAIR DIMENSIONS AND
OTHER STAIR INFORMATION.
Phone 503.287.682505e�
7 UNLESS OTHERWISE NOTED ALL MECHANICAL Fax 503.415.2304
y� DUCTS AT FIRST AND SECOND FLOOR/CEILING
O See_ Ziser -1;-F ' ^ ASSEMBLIES SHALL RUN UNDER 1-HR
1/ /"i � l� /, ,C \ FLOOR/CEILING ASSEMBLY.
1 2 \�`_�/ 8 MAINTAIN WALL AND FLOOR/CEILING ASSEMBLY
� RATING AT ALL TUB/SHOWERS.
i A4-01 Q A4.01 9. SEE SHEET A1.I I FOR ROOM FINISH SCHEDULE AND p r /+p }
a FOR DOOR AND WINDOW TYPES AND SCHEDULES River Terrace East
10 SEE DETAILS DETAIL3 f A8.11 AND 14/-HR & 11 FOR WALL
INTERSECTION DETAILS AT 1-HR 8 2-HR WALLS.
11 SIDEWALKS AND PATIOS SHALL SLOPE AS SHOWN
i ON PLANS. WARP CONCRETE AT WALLS AND
,t 50'- 3 3/4" 37-5114` COLUMNS AS SHOWN TO FORCE WATER TO MIGRATE
+ T 2'-1112" ----.._------------- - ---_..--------._-
113/4"- „'-312' 25'-5" T-3` 3'-4314" 1T- 1, 3/4" 11'-512` -0" AWAY FROM AND AROUND WITHOUT EXCEEDING
- -- - - ----- - 1 5% MAXIMUM SLOPE, SW Roy Rogers Rd.
I 8'-0' B'-0" 4'- 10" 8'-0" '-0" _ -_B'-0" '-3" 8'-0" 8'-0' 1'-8 12. SEE 191A8.11FORFiREEXTINGUiSHERCABINET
4� S 7-2" 1 -4 V-212 DETAIL. COORDINATE LOCATION WITH FIRE Tigard, OR 97223
MARSHALL AND PROVIDE UL-RATED TYPE ABC FIRE
' EXTINGUISHER WITH 10 POUND NOMINAL CAPACITY
A3.01 1' 3" I 1 0i AND AMMONIUM PHOSPHATE-BASED DRY CHEMICAL
Z!
IN MANUFACTURER'S STANDARD ENAMELED
J I I CONTAINER
O �� �I�r I i O 13 FOR MECHANICAL SYSTEMS&EQUIPMENT SEE
M I MECHANICAL DESIGN/BUILDING DRAWINGS.
LL 14 FOR ELECTRICAL LIGHTING&EQUIPMENT SEE
I
Z113 Iw 4 ELECTRICAL DESIGNlBUILDING DRAWINGS
z 15. FOR FIRE SPRINKLERS SEE FIRE SPRINKLER
A4.11 DESIGWBUILDING DRAWINGS AS APPROVED BY
FIRE MARSHAL.
3'-2 1/4" I " o WALLS U i6 OPERABLE PARTS OF LIGHTING, ENVIRONMENTAL,
WALLS SECURITY CONTROLS AND ELECTRICAL
rABOVE j RECEPTACLES SHALL BE MOUNTED BETWEEN 17m ABOVE i AND 48"ABOVE FINISHED FLOOR AND ELECTRICAL
I i f I 10 a PANELS TO BE LOCATED A1!TH,hi REACH RANGE OF
---- j1� N --._- - TO HIGHEST CONTROLi ^ ]6 � 48' ABOVE F NISHED FLOOR West Hills
C I _ -Ae I N .: IAT GROUND FLOOR UNITS10 10 N t ( 10 17. OOR ELEVATI NS SEE SITE DEVELOPMENT
I IRAWNG PACKAGE.ODevelopment
As I \ 1
__. 18 SEE DETAILS 9/A8 11 AND 10l A8 1 t FOR
10 X X 10 l i X5 ao INFORMATION REGARDING JUNCTION BOX 735 SW 158th Ave.,
\ / I / I I / \ Al \ i PLACEMENT AND DETAIL 11 fA&11 , 121A8.11 FOR
I co PLUMBING PENETRATIONS FOR GONE ANDT'dJG Beaverton, SJR 97906
mr10 X L y Ll — — � - X {� — 5HOUR RATED WALLS.
i 19 SEE 1 !A811 FOR TYPICAL INTERIOR WOOD DOOR
1FRAME DETAIL(AND HINGE JAMB DIMENSION)
AGARAGE ' m20 OCATIONS
MECH DESIGN BUILDSEE ELEVATIONS T O COORDNATEALL UNIT VENT L OCATONS Of
I mcm VENTS AND SOFFITS W/LOCATIONS SHOWN ON
4 GARAGE1 GARAGE2 GARAG 3 GARAGE 4 GARAGE5 2 A3-01 PLANS AND ELEVATIONS. ALL STANDARD VENTS TO
"a Ile ^ 4 a1 •5 1J2" NEATER THAN 3-UFROFA ALL OPERABL' ` OPENINGS. ALL GARAGE EXHAUST VENTS SHALL BE
4 , GREATER THAN 10'-0"FROM ALL OPERABLE
A4.12 _ OPENINGS.
t o! WATER/ FIRE 10 1 ,A4 '!' 4.. �], e, 21. CRAWL SPACES SOIL SURFACES SHALL BE
?� o� COVERED WITH A SOIL-GAS RETARDER MEMBRANE
I pp SPRINKLER J 2 y (MIN 6 MIL POLYETHYLENE)AS PART OF A COMPLETE
-- - -- -- -- - -- - - ------ 2 RADON GAS MITIGATION SYSTEM.
ni ofv 11 • 1 r•'`a 1 -. 78 _ 1 EXIT PASSAGEWAY `�i) 1 tAJ I -` -o'� o ei 22. CRAWL SPACE VENTILATION SYSTEM IS BY OTHERS/
Al - - - -- _-- R o DEFERRED DESIGN ISUBMLD IT SHALL BE PERMITTED UNDER A
_ - . -..-_ .._. . . o - - - ---- ------- - - - ---- 23. NFORM TION 7/A8.12& 8/A8.12 FOR GARAGE OPENER
3SEE DETAIL
7r,
24 SEE DETAIL 5 A8 12 FOR NONRATED WALL
INTERSECTION WITH t HR FLOORlCEILING ABOVE.
A3 22 22 BtrUPX �-v(c. u��\-s) 11 ��' 1
,
jil
N` C-412 I A501 r — N N 3728
L ` �
i m t I 22 - - BRIA R f /EE
-- ___..5 Aa.n UNIT 2.1 - B A4.11 I A4 12 UNIT 1.1 - A — � .
fO 5 SEE A5.20 l l o
SEE A5.11 1 1
I _ TYPE 8 ICC/ANSI STAIR TYPE A ICC/ANSI RTLA , OR
ACC UNIT / - ' ---i 1 Bl ACC UNIT 11 ! m OF OJ
11 I O O O 1 O O O t 1
12 1 DI lex Uphill
, phl ill
o l R l
N I LOV First Floor Plan
n I2.-
-4 I i PROVIDE KNOX COMPANYIrej
B I /3 i RAPID ENTRY SY$TEM(S)
Q_ ! I I L I ;3,-(r Cr _ ' PER EACH BUILDINGS AS
2' + • APPROVED BY TUALATIN
--- - -- - ---- ---- - - - --- - 1 - - - - - - - -- -- VALLEY FIRE AND RESCUE
_ t
'
7-111 3 21 I 3 Iff 7-1 3 ? 3
512"- i ;30 12" 7- 11` 10 12" I
19'-0" 1'-2' g_9' 1'-8" ,0'-51/2" t0 _4 9 9" 5'-r ;.
43'-4" 9'-11` 29'-V'
a
H I 0 Date DeswpWn
j ( Revisions - -
FEBRUARY 15,2017
oB D Data ---- --
BB.. KB. SM
M Designed By
m
V
t ZD
Drawn By
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BB. KJ
Checked By
17857
9 Projec Number - -----
D
M
y A2001
In
FIRST FLOOR PLAN N
Sheet Number
Copyright 2016 0
A2.01 SCALE. 1/8"= 1'-0" It this drawing is less than 4"a 36" :t Iles
been reduced Scale accordingly
v
FLOOR PLAN NOTES
1. ALL DIMENSIONS AND GRIDS ARE TO FACE OF STUD
AND EDGE OF ROUGH OPENING UNLESS OTHERWISE '
2. OR ARCHITECTURAL ABBREVIATIONS&SYMBOL "� `r`
LEGEND SEE SHEET A0.01 1 Y
3. FOR CONSTRUCTION ASSEMBLY DESCRIPTIONS SEE
SHEET A1.01. Inc`
4 SEE BUILDING PLANS FOR TYPE A OR B ICCIANSI lak
ACCESSIBLE DWELLING UNITS. Architects,
5. SEE UNIT PLANS FOR TYPICAL UNIT FLOOR 808 SW 3rd Ave, Suite 300
DIMENSIONS,TYPICAL NOTES,AND WALL
ASSEMBLIES. Portland, OR 97204
6. SEE STAIR SHEETS FOR STAIR DIMENSIONS AND Phone 503.287.6825
OTHER STAIR INFORMATION. Fax 503.415.2304
5 the e Key►�o des 7. UNLESS OTHERWISE NOTED ALL MECHANICAL
DUCTS A I FIRST AND SECOND FLOOR/CEILING
O ASSEMBLIES SHALL RUN UNDER 1-HR
I � �( A Tj
2 E FLOOR/CEILING ASSEMBLY.
ND? U� W t 8. MAINTAIN WALL AND FLOOR/CEILING ASSEMBLY
A4 01 3 A4.01 4 RATING AT ALL TUB/R ROOM FI
9. SEESHEET ND FOR ROOM FINISH SCHEDULEANDRiver Terrace East
A4 11 A4.11 FOR DOOR AND WINDOW TYPES AND SCHEDULES.
10. SEE DETAILS 131A8.11 AND 141A8 11 FOR WALL
O 522 1Z�S2T 2 "
INTERSECTION DETAILS AT 1-HR&2 HR WALLS
----- - -�- - �-g I " 11. SIDEWALKS AND PATIOS SHALL SLOPE AS SHOWN
- _ 50'-3 3/4" ----- 32'-5 1/4" ON PLANS. WARP CONCRETE AT WALLS AND
2 2'-111/2" 11'-31/2" 14' -8" 21'-4314" 10'-91/4" T-a" 11'-0" _ '-0" COLUMNS AS SHOWN TO FORCE WATER TO MIGRATE
J I 0" '-0" '-0" 6" '-6 6" '- 1" 0" -0" 0 0-j.-0" 1 5% MAXIAWAY OMUM SLOPE.
-3
WITHOUT EXCEEDING SW Roy Rogers Rd.
12. SEE19/A8.11FOR FIRE EXTINGUISHER CABINET Tigard, OR 97223
S r ) I 31 I I 31n" I 3 l 312 2'- 1 112" 2 -3" 31/20 i 1 7-2"l DETAIL. COORDINATE LOCATION WITH FIRE g
` MARSHALL AND PROVIDE UL-RA TED TYPE ABC FIRE
A3.01 EXTINGUISHER WITH 10 POUND NOMINAL CAPACITY
+I AND AMMONIUM PHOSPHATE-BASED DRY CHEMICAL
IN MANUFACTURER'S STANDARD ENAMELED
i
L_ ^ �I�r I i 0" ' _0" 3' - 10" '-0" 5'-43!4" I I1µ" i I CONTAINER
QCs- 13- FOR MECHANICAL SYSTEMS& EQUIPMENT SEE
MECHANICAL DESIGNBUILDING DRAWINGS.
`� 3 14 FOR ELECTRICAL LIGHTING 8 EQUIPMENT SEE
NG
15, FOR FIRE SPRINKELECTRICAL LERS SEE IF RE SPRIINK ER
DESIGNBUILDING DRAWINGS AS APPROVED BY
8 See, Z\Scr I I t l 16. OP OPERABLE PARTS OF LIGHTING. ENVIRONMENTAL,
"
ROOF 11SECURITY CONTROLS AND ELECTRICAL
ROOF I � � BELOW 11 I RECEPTACLES SHALL E MOUNTED BETWEEN 17.
6 BELOW iv I ' l 11 6 AND 48"ABOVE FINISHED FLOOR AND ELECTRICAL
7 I O O j t1Ve
j I O O I PANELS TO BE LOCATED WITHIN REACH RANGE OF West Hills
'DS� 1c - - 1 �+ 11 1 I .* t t B -- O 1 -- - - - a8"ABOVE FINISHED FLOOR TO HIGHEST CONTROL
N 1
AT GROUND FLOOR UNITS.
17. FOR FLOOR ELEVATIONS SEE SITE DEVELOPMENT
0 11 t 01 11 ---- ' 1 ' - 11 O Ott " � Development
18 DEE DETAILS 9A&E 1 AND 10/A8.11 FOR
1- O INFORMATION REGARDING JUNCTION BOX 735 SW 158th Ave.,
iv 11 2 UNlT 3.2 ' ( UNIT 1.2 _- _-_ _ PLACEMENT AND DETAIL I 1 A8.11 , 12 I A8-11 FOR Beaverton, OR 97006
SEE A5.32 SEE A5 13 ( PLUMBING PENETRATIONS FOR ONE AND TWO
ZD �n3 ! HOUR RATED WALLS.
19. SEE 1 1A8.11 FOR TYPICAL INTERIOR WOOD DOOR
- -- - -
ia v m 4"/12" 20
O / -� / �- i � FRAME DETAIL(AND HINGE JAMB DIMENSION).
h - - - NT LOCATIONS.
- --- in MECH DESIGN/BUILD D TO COORDINSEE ELEVATIONS FOR ALL UNIT ATE TE LOCAT ONS OF
w O _ ; I, ROOF BELOW a
Lv 3 , / Ii VENTS AND SOFFITS W/LOCATIONS SHOWN ON
`i/T l PLAN'S AND ELEVATIONS. ALL STAJIIDARD VENTS TO
1 11 =1 A4.12 -- - -- \� ( � i I+ BE GREATER THAN T-0"FROM ALL OPERABLE
iv \ ( �. O �OPENINGS. ALL GARAGE EXHAUST VENTS SHALL BE
y (/e- ; 61 I� is OPENINGS. N 10'-0"FROM ALL OPERABLE
c r �p ! __ 21. CRAWL SPACES SOIL SURFACES SHALL BE
2
1 / \ Bt I _ J B1 _ _ _t COVERED WITH A SOIL-GAS RETARDER MEMBRANE
O (MIN.6 MIL POLYETHYLENE)AS PART OF A COMPLETE
` - - - - - RADON GAS MITIGATION SYSTEM-
o t I CORRIDOR b o 0 22. CRAWL SPACE VENTILATION SYSTEM IS BY OTHERS/
22 1 1 1O 11 DESIGN BUILD AND SHALL BE PERMITTED UNDER A
vNi _ .
PARTY FEC'- - - m --.--- 23. 12 &8JA8.12 FOR GARAGE OPENER
- -- -- - -
WALL - -- --- o
SEE DETAIL 7/A8
INFOR
(� `-' it � ,� 81 _--..___ i I """-� 24 SEE ENTAIL05/A8.72 FOR NONRATED WALL
L J - �� I A3,'� l ��
r ' I / INTERSECTION WITH 1 HR FLOOR/CEILING ABOVE.
A3.01 4 I`� O /� i� l UP ON I - - Ci 10 (-q\
2 A3.01
L 11
_, MM
3720
s 2 A4-11 j I O BRIA R. ERS
UNIT 2.1 i t2�
STAIR UNIT 1.1 x''171 0
A4.11 A4.12Q SEE A5.19 I SEE A5.10 O ._. - t�RTLAN .OR
i i7" 1 .1 1 O ii '
NO ,010 0 I - 13 (D 13
11 2 Plex Uphill
n I
I Second Floor
2'- 11 112" 31112" /2" 3 3 1 I 3
I 7-0" 31/2" 2'-4" 3 12 3 2"
0` o"
4'-3" 0" 8" 6 6 0" 0" 0' 0" ' -0" 0" 10 6 6 10 112" Plan
0 1'-0 19'-0" V-2" 9'-9" 1'-8" 10'-512 12" 5112" 10'-4" 2 - 11 9'-9" 5'-T
-- --- - J° ------ ---- - --- -.
3
A3.01 !
i
a
# Date Description
o Revisions
FEBRUARY 15,2017
Date
U
BB, KB SM
UJ Designed 9y
v
T ZD
Drawn By
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---
BB, KJ
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Checked By
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7
17857
9 Project Number
a
N A2 . 02
SECOND FLOOR PLAN Street Number _ __ --- _ _--
Copyright 2018 C
ii A2.02 SCALE118"= l'-0" tr this Orawng is less then 24"k 36 it has
S
been reoucea Scale accordingly.
d
FLOOR PLAN NOTES . ,
1. ALL DIMENSIONS AND GROS 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 SEE
SHEET A1.01.
4. SEE BUILDING PLANS FOR TYPE A OR 6 ICC/ANSI Otak Architects, Inc
DWELLING UNITS.
5 SEE UNIT PLANS FOR TYPICAL UNIT FLOOR g08 SW 3rd Ave, Suite 30L
DIMENSIONS,TYPICAL NOTES: AND WALL
ASSEMBLIES. Portland, OR 97204
6 SEE STAIR SHEETS FOR STAIR DIMENSIONS AND Phone 503287.682E
OTHER STAIR INFORMATION. FaX 503.4152304
7. UNLESS OTHERWISE NOTED ALL MECHANICAL
►^ n /�� O C DUCTS AT FIRST AND SECOND FLOOR/CEILING
(�j��� ASSEMBLIES SHALL RUN UNDER 1-HR
1 \ lr J 2 E MAINTAINFLOORICWAG ASSEMBLY
\Y/ �� 8. MAINTAIN WALL AND FLOOR/CEILING ASSEMBLY
1 A4.01 A4.01
�a 3 a RATING AT ALL TUB/SHOWERS.
9, SEE SHEET Al.11 FOR ROOM FINISH SCHEDULE AND �/ (��
a Aa.t1 A4 tt I FOR DOOR N1 WINDOW TYPES AND SCHEDULES. River Terrace Eas
I 10, SEE DETAILS 13/A8.11 AND 14 I A8.11 FOR WALL
8r-9" i INTERSECTION DETAILS AT 1-HR&2-HR WALLS.
50'-33/4" 3r-5 1/4"
11 SIDEWALKS AND PATIOS SHALL SLOPE AS SHOWN
O JeL \5� N PLANS WARP CONCRETE AT WALLS AND
r- 11 1 11'-3 trz" _ 14'-8"_ 21'-4 3/4" _ 10'-9 1/4" 7'-8"_ _ 11'-0" '-_0" COLUMNS AS SHOWN TO FORCE WATER TO MIGRATE
I 0" -0" =0" B" -8" B" '-t" r 41/4"- '-0" '-0" -0" - '-0" '-0" I 15°hMAXIWAY OMUM SDOAPEUNDWITHOUTEXCEEDING SW Roy Rogers Rd.
�� \5� 31/2 1/2" 12" IvT 12, SEE 19/AS 11 FOR FIRE EXTINGUISHER CABINET Tigard, OR 97223
See
/ \ 31/2" 3" 1rz. r-21/4" DETAIL. COORDINATE LOCATION WITH FIRE g
( A3 Ot MARSHALL AND PROVIDE UL-RATED TYPE ABC FIRE
EXTINGUISHER I
TH 10D NOMINAL CAPACITY
L) ' AND AMMONIUM PHOSPHATE-BASEDO IDRY CHEMICAL
IN MANUFACTURER'S STANDARD ENAMELED
CONTAINER
13. FOR MECHANICAL SYSTEMS&EQUIPMENT SEE
Sec- R-ser 1* 5 I 31/2" I MECHANICAL DESIGNIBUILDING DRAWINGS.
14 FOR ELECTRICAL LIGHTING&EQUIPMENT SEE
7 �C ELECTRICAL DESIGSPRINKLERS
FI DRAWINGS
15 FOR FIRE SPRINKLERS SEE FIRE SPRINKLER
I
DESIGN/BUILDING DRAWINGS AS APPROVED BY
FIRE MARSHAL.
16.
J� Ii i OPERABLE PARTS OF LIGHTING, ENVIRONMENTAL.
See' '`\SCS I 11 11 11 ® SECURITY CONTROLS AND ELECTRICAL
I I O3 3O O3 11OUNTED BETWEEN 17.
11 AND 46TABOVE FINISHED ACLES SHALL BE FLOOR AND ELECTRICAL
RECEP9 S� �1Str Q ^ i I , PANELS TO 9E LOCATED'.4^TwN REACH RANGE OF West Hills
V -IT
- .
11
n 1 O1 I 1 I ( 48"ABOVE FINISHED FLOOR TO HIGHEST CONTROL
_ - - - - - - - -- - AT GROUND FLOOR UNITS
17 FOR FLOOR ELEVATIONS SEE SITE DEVELOPMENT ►y�
DRAWING PACKAGE. Development
18. SEE DETAILS 91A8 11 AND 10/A8.11 FOR
�l INFORMATION REGARDING JUNCTION BOX 735 SW 158th Ave.,
,r See R�zCT �V 11 B2,i UNIT 3.2 20 UNIT 1.2 - PLACEMENT AND DETAIL 11 /A8.11 , 12/A811 FOR
J 1� SEE A5.32 SEE A5.13 1 PLUMBING PENETRATIONS FOR ONE AND TWO Beaverton, OR 97006
{ HOUR RATED WALLS.
- --- 3 ' 19. SEE 1 /A8 11 FOR TYPICAL INTERIOR WOOD DOOR
io v� m - I O ❑ i So FRAME DETAIL(AND HINGE JAMB DIMENSION).
- - - ----
20. SEE ELEVATIONS FOR ALL UNIT VENT LOCATIONS.
N io _ m H MECH DESIGWBUILO TO COORDINATE LOCATIONS OF
L" Q /(p� i VENTS AND SOFFITS W/LOCATIONS SHOWN ON
40 PLANS AND 1 ,t ---= - O r N BE GREATER THAN X--0'FROM ALVATIONS. ALL L OPERABLNDARD E TS TO
_ _ I m OPENINGS. ALL GARAGE EXHAUST VENTS SHALL BE
I = q GREATER THAN 10'-0"FROM ALL OPERABLE
1 ® �� OPENINGS.
fOI O 2 Bi - -, ri�T B1 + 21. CRAWL SPACES SOIL SURFACES SHALL BE
- _ A 12 i = i! -T-- i 5 I COVERED WITH A SOIL-GAS RETARDER MEMBRANE
Az _. -_ _._ + - ® � - - - I - - __ � MIN.6 MIL POLYETHYLENE)AS PART OF A COMPLETE
_ T inI RADON GAS MITIGATION SYSTEM.
1 CORRIDOR 22 1 1 (� 22. CRAWL SPACE VENTILATION SYSTEM IS BY OTHERS/
C'lLJ
- FEC - - - _ 11 DESIGN BUILD AND SHALL BE PERMITTED UNDER A
MR-TY _ - _ - -�- DEFERRED SUBMITTAL.
WALL - o 0 23- SEE DETAIL 7/A8.12& B/AB.t2 FOR GARAGE OPENER
r. - ..-- = y t-1- INFORMATION
+ 24. SEE DETAIL 5/A8.12 FOR NONRATED WALL 1 i j -- B ❑ r A3 STAIR I B1 INTERSECTION WITH 1 HR FLOOR/CEILING ABOVE.
9 c „A
r
A3.01 4 I G L-1 ON i' GA301
S _.
--