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Plans (23) P LM 2018 -00194 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. ',•,.,.,•.. • . 6-ti.-0/14ejlefG\telak,\ ' C3. FOR CONSTRUCTION ASSEMBLY DESCRIPTIONS SEE] SHEETA1.01. 0 5n^ l d4. SEE BUILDING PLANS FOR TYPE A OR B 1CCIANSIutak Architects C1C r �t.�I Y U S y ACCESSIBLE DWELLING UNITS.r• F\ L_ 14 V"� ` 5. SEE UNIT PLANS FOR TYPICAL UNIT FLOOR 808 SW 3rd Ave, Suite 300 QI See- L 'i a 1 t {c �a e Portland, OR 97204 � �{-MVV ��S � C�l� �T;�� �,('� ���J,/Vl�! S���1�1��-,1 DIMENSIONS,TYPICAL NOTES,AND WALL I ASSEMBLIES. 6. SEE STAIR SHEETS FOR STAIR DIMENSIONS AND Phone 503.287.6825 OP �� �'g� OTHER STAIR INFORMATION. Fax 503.4 5.2304 7. UNLESS OTHERWISE NOTED ALL MECHANICAL DUCTS AT FIRST AND SECOND FLOOR/CEILING • ASSEMBLIES SHALL RUN UNDER 1-HR L FLOOR/CEILING ASSEMBLY. n V J Wtt� S 8. MAINTAIN WALL AND FLOOR/CEILING ASSEMBLY RATING AT ALL TUB/SHOWERS. (:) �� �,5� 9. SEE SHEET A1.11 FOR ROOM FINISH SCHEDULE AND River Terrace Eas , FOR DOOR AND WINDOW TYPES AND SCHEDULES. Terrace VG Q 10. SEE DETAILS 13/A8.11 AND 141A8.11 FOR WALL INTD O v ��r EON DETAILS AT 1-H &2-HRPEWALLS. Ve. 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 EXCEEDING 1.5%MAXIMUM SLOPE. SW Roy Rogers Rd. O 52� A © 0 12. SEE 19/A8.11FOR FIRE EXTINGUISHER CABINET Tigard, OR 97223 A3.01 A4.01 © A4.01 o II « 1 �r" DETAIL.COORDINATE LOCATION WITH FIRE Q . LA 50" c r)t S U MARSHALL AND PROVIDE UL-RATED TYPE ABC FIRE 3 re r r J EXTINGUISHER WITH 10 POUND NOMINAL CAPACITY 011 c:IC Ri U J AND AMMONIUM PHOSPHATE-BASED DRY CHEMICAL l IN MANUFACTURER'S STANDARD ENAMELED 82'-9�" CONTAINER 13. FOR MECHANICAL SYSTEMS&EQUIPMENT SEE 50'-3 3/4" 32'-5 1/4" MECHANICAL DESIGN/BUILDING DRAWINGS. 14. FOR ELECTRICAL LIGHTING&EQUIPMENT SEE 101/7," 11'-3" / 25-6" 7'-0" 21`-7" 11'-5" ELECTRICAL DESIGNBUILDING DRAWINGS. 0" " 0" ,- „ » 1' 6" 15. FOR FIRE SPRINKLERS SEE FIRE SPRINKLER I $'- 8'-0 / 4 -2 8 - - 0 -0� - 8'-0" - „ } j, $'-0" - _ 8'-0" I DESIGNl13UILDING DRAWINGS AS APPROVED BY 1'-7" 9114" 2' 8 1' 3' FIRE MARSHAL. WATER/FIRE 7 112"-/ 51/ 16. OPERABLE PARTS OF LIGHTING, ENVIRONMENTAL, SECURITY CONTROLS AND ELECTRICAL SPRINKLER A85.04 Li `1/1 l V\ OA RECEPTACLES SHALL BE MOUNTED BETWEEN 17. 10 r ' o I' ` ' 10 O L•'L f AND 48"ABOVE FINISHED FLOOR AND ELECTRICAL o I o - p I I i PANELS TO BE LOCATED WITHIN REACH RANGE OF West "' - a �..,..,.■ A8 AS - 1 _ 48 " � 48"ABOVE FINISHED FLOOR TO HIGHEST CONTROL V V est Hills ♦ ♦ �� 10 10 .2 \ 10 10 10 i - 10 \ i 10 =�♦ ♦ ♦ ♦ - 7 AT GROUNR FLOOR UNITS. A8 N ` \ / A8 �� . A8 . \ / 1 = 1 FOR DRAWING FLOORPELEVATIONS SEE SITE DEVELOPMENT Development 44 \v s, ` �� I - - 1..... / I I y "' Ian 18. SEE DETAILS 9/A8.11 AND 10/A8.11 FOR 11A. X� 6 X @ I • _' , 735 SW 158th Ave., z - I \ / I I C, \ I I I\ / I 1 \ / I I / T \ i : 14 INFORMATION REGARDING JUNCTION BOX �. X _ _ _ Al X E x _ PLACEMENT AND DETAIL11 !A8. 1 , 2/A8.11 FOR Beaverton, OR 97006 J 10 --. R�=1' {{ PLUMBING PENETRATIONS FOR ONE AND TWO ♦ ---- I / \ I I / \ I / \ I HOUR RATED WALLS- F - V 1/ _ _ N 1. _ _ N _ 19. SEE 1 /A8.11 FOR TYPICAL INTERIOR WOOD DOOR oa b I I co FRAME DETAIL(AND HINGE JAMB DIMENSION). A3.01 4 N a A7 - GARAG 1 GARAGE 2 GARAGE 3 - - - -- GARAGE 4 GARAGE 5 I- GA GE 6 _ - 20. SEE ELEVATIONS FOR ALL UNIT VENT LOCATIONS. j 11C 11G 0,--2_ It c j 2 q3 01 MECH DESIGNBUI O TO COORDINATE LOCATIONS OF ' .K� - ' 6.. �(�C/) ` ® ZO VENTS AND SOFFITS Wf LOCATIONS SHOWN ON ��, ,� • PLANS AND ELEVATIONS. ALL STANDARD VENTS TO ♦ Las� �** 111+LI3 1B : 48 BE GREATER THAN 3'-0"FROM ALL OPERABLE ♦ © I SEE CIVIL OPENINGS. ALL GARAGE EXHAUST VENTS SHALL BE • ,� FOR RETAINING GREATER THAN 10'43"FROM ALL OPERABLE A4 A4! WALL OPENINGS- :7 O. A4 21. CRAWL SPACES SOIL SURFACES SHALL BE ..------ co : 110 1 \=/ O COVERED WITH ASOIL-GAS RETARDER MEMBRANE ♦ r -,- - - �_..�� _ .�...�:�E�Fri7 .� ...� ,___-__ - - T - 11151 (MIN.6 MIL POLYETHYLENE)AS PART OF A COMPLETE _ _ ., 1i i - r -��• - 11 I RADON GAS MITIGATION SYSTEM. III i + --, i, il i1 . I. . . lVA• • V r 1B 22. CRAWL SPACE VENTILATION SYSTEM IS BY OTHERS! 0 w� De Y L ;" g2 - - 1 r I I AJ1C ' �r, DESIGN BUILD AND SHALL BE PERMITTED UNDER A -- �- _ +-- -,----» „ .. ._. ., ._ _. _ .: u _ _ __ -- _ CI DEFERRED SUBMITTAL- '�2 c x4.Jr� V1111�5 J �' - -'- - v M'= ��O_! - '� �` 23. SEE DETAIL 7/A$.12&S1A8.12 FOR GARAGE OPENER C7. -1(ID �"'� �; f - � 1/.- II ?j�+ INFORMATION ►� grui A5 Q A5 A5 A6 � �r3 I (D-• A5 Q'' 24. SEE DETAIL 5/A8.12 FOR NONRATED WALL 7'_ I - STO' GE ORA BIKE ST®R STAIR BSKE STOR STORAGE - r © INTERSECTION WITH 1 HR FLOOR/CEILING ABOVE. SEE CIVIL �' , » �4 12 STORAGE lit ,� I - 3ts.._____ II - �• - (3 BIKES) � � (3 BIKES) - 1>r FOR RETAINING - - WALL -, ....m-name ------� .i. - a '-9� 9'-01/2" • - 9'-10" I1111W10'-8114"I -1116111-t, 6 I , lir 2$ 5, r 26 ,ir- ' 111)::: • Q3 ►' CRAWL SPACE 26 24~x24" I 9 24" 4" BOTTOM OF SLOPE ; ACCESS � I ACCESS CRAWL PAC> ce HATCH , HATCH .-_, eNi . RE .: r - t EXHAUST I ..: •• . 1 � . . # - - - - -- . . 3 + , - WOOD FRAME FAN 8 I ; .�1 . , SHEAR WAWOOD LFRAME- ©L _ C 20 4 8 t RIA I. E1 I:R 1 - 3 SHEAR WALL- A8.1I ' ' I SEE STRUCT. FAN CITY CITY O TIGARD SEE STRUCT. - T�'P s 1 117 A4.12 r - - - - • ® .n ._4 II ��� TOP OF SLOPE BUILDING DIVISION -VIAND.OA S. 7 1 - UP -:I ; %le I x _ ---�� ® I: ' r _ 4 2 Ie -- . - - - -• - J CITY OF TIGARD a __ ,- Approved EX.] ai Aft Conditionally Approved [ ] 12 iv 1 I A5.01 f ! See Letter to:Fol low Plex Do fl i III l PROVIDE KNOX COMPANY ; Attached [ ] M RAPID ENTRY SYSTEM(S) Permit Number: PL1 4CO. 001,34 Basement Floor PER EACH BUILDINGS AS ; Address: 1.3 65 5,1. 1&9 4'' }lv-e--, jet-\cv,S\)',.) APPROVED BY TUALATIN ' By: (-0-4 Date: 5- /-Oote � dCt� Ianni I I VALLEY FIRE AND RESCUE 43'-4" 9`- 11" 29'-6" G( ,,ThCADcck I-q- 6 If B2'-9" i - -- -- --- ---1 ±F T -- - - - - _ - ----- A3.01 1 OFFICE COPY B DI • N # Date Description of Revisions FEBRUARY 15,2017 m Date 0 U BB, KB, SM �, Lu Designed By cx r2 WY,ZD,DG I-- Drawn By m BB, KJ Checked By as � S 17857 0 0 Project Number n I N a) A2 . 00a) ci, i BASEMENT FLOOR PLAN Sheet Number ED hi Copyright 2016 O it SCALE: 118"= 1'-0" A2.�0 if this das5ing is less than 24"x 36'.it has been reduced. Scale accordingly. fN FLOOR PLAN NOTES o a 1. ALL DIMENSIONS AND GRIDS ARE TO FACE OF STUD it_ AND EDGE OF ROUGH OPENING UNLESS OTHERWISE NOTED. r;l :r#, ''"-1 'n ilaluakw rf 2. FOR ARCHITECTURAL ABBREVIATIONS&SYMBOL 1; oc.,. ,•,�;,� �,we; ,`, LEGEND SEE SHEET A0.01. : i i'-_., ', u 3. FOR CONSTRUCTION ASSEMBLY DESCRIPTIONS SEE SHEET A1.01. 4. SEE BUILDING PLANS FOR TYPE A OR B ICC/ANSI Otak Architects Inc ACCESSIBLE DWELLING UNITS. 5. SEE UNIT PLANS FOR TYPICAL UNIT FLOOR 808 SW 3rd Ave, Suite 300 DIMENSIONS,TYPICAL NOTES,AND WALL Portland, OR 97204 ASSEMBLIES. 6. SEE STAIR SHEETS FOR STAIR DIMENSIONS AND Phone 503.287.6825 OTHER STAIR INFORMATION. Fax 503.415.2304 S k")- �ti 7. UNLESS OTHERWISE NOTED ALL MECHANICAL Q ��� �` DUCTS AT FIRST AND SECOND FLOOR/CEILING J ASSEMBLIES SHALL RUN UNDER 1-HR FLOOR/CEILING ASSEMBLY. 8. MAINTAIN WALL AND FLOOR/CEILING ASSEMBLY 0. t� R � '3;V 1 RATING AT ALL TUB/SHOWERS. 9. SEE SHEET A1.11 FOR ROOM FINISH SCHEDULE AND River Terrace East FOR DOOR AND WINDOW TYPES AND SCHEDULES. (i) �� ;��- 1 7! 10. SEE DETAILS 13/A8-11 AND 14/A8.11 FOR WALL V iINTERSECTION DETAILS AT 1-HR&2-HR WALLS. A © 11. SIDEWALKS AND PATIOS SHALL SLOPE AS SHOWN 5 _� i5�- GION PLANS.WARP CONCRETE AT WALLS AND (v7,) A4.01 h. A4.01 COLUMNS AS SHOWN TO FORCE WATER TO MIGRATE AWAY FROM AND AROUND WITHOUT EXCEEDING SW Ro Ro ers Rd. � a� ©k 1.5%MAXIMUM SLOPE. Y g Se, -v(-D. . -- - i7, ) A3.01 j 12. SEE191A8.11FOR FIRE EXTINGUISHER CABINET Tigard, OR 97223 r DETAIL. COORDINATE LOCATION WITH FIRE tri MARSHALL AND PROVIDE UL-RATED TYPE ABC FIRE I 5 See �tr` Ce3 82'-9" / EXTINGUISHER WITH 10 POUND NOMINAL CAPACITY AND AMMONIUM PHOSPHATE-BASED DRY CHEMICAL 50'-3 314" 32'-5 114" IN MANUFACTURER'S STANDARD ENAMELED - --it 10eCONTAINER 0 See, R icw 7.1 2'- 11 112"------,/ }, 11'-3 112' 14'-8" 21-4 3/4" jr 101-9 1/4" 7' 8" / 101-11 314" / 13 FORME HANSYSTEMS EQUIPMENT SEE D S GNIBUILDING _ 1 11 31 "1 / 1 ,_,-,:ori_ / 1- " '-0" '-0" _ i'-0'/ / i'-0",,3'-0' / I 14. FOR ELECTRICAL LIGHTING&EQUIPMENT SEE 6' '-6"�'-6 0 0",5'-3314 `7 5 eL ?•3c - 2 1/2" 8" 3 1/2 „J 3 1/2" 1 1/4" 31/2" 2'-4"-) 3 112" \----2'-4" ELECTRICAL 15. FOR ARE SPRINKLERS SEE FIRE SPRINKLER V 3 /23`- 112"� 2'-2114"� 3'-3 112"� DESIGN/BUILDING DRAWINGS AS APPROVED BY ROOF BELOW FIRE MARSHAL. 16. OPERABLE PARTS OF LIGHTING, ENVIRONMENTAL, SECURITY CONTROLS AND ELECTRICAL 1 _� . I RECEPTACLES SHALL BE MOUNTED BETWEEN 17. ;- - ® ill.®-112.., AND 48"ABOVE FINISHED FLOOR AND ELECTRICAL J_ E] O �_ �-_� � 1 i 1 1Ill 11A (� O I 1 1 ' 1 ;-‘4, PANELS TO BE LOCATED WITHIN REACH RANGE OF ��` r ^'''"�^"'"^^"- '�" O 11111E...... •l " �` O48"ABOVE FINISHED FLOOR TO HIGHEST CONTROL West Hills !i� .13`.i r� N. ♦ �� - - - f� ME= Mit�:�i` ._.. MIiMIIIITOTO rr. r.nnw„� L : -- _1-- _ •♦ 'f► AT GROUND FLOOR UNITS. `� II O O f (7272) o o ,� r•�aa�... rr7 I N 17. FOR FLOOR ELEVATIONS SEE SITE DEVELOPMENT Development v .r..______ jI - M DRAWING PACKAGE. �� ROOF 11 • •� MEM L If C 18. SEE DETAILS 91A8.91 AND 101A8.11 FOR r- ---3 l 1 BELOW a INFORMATION REGARDING JUNCTION BOX 735 SW 158th Ave., f PLACEMENT AND DETAIL11 1A8.11 , 121 A8.11 FOR Beaverton, OR 97006 - PLUMBING PENETRATIONS FOR ONE AND TWO ►- 20 UNIT 1.2 - B 1 O . i HOUR RATED WALLS. ? ©� SEE A5.14 19. SEE 1 /A8.11 FOR TYPICAL INTERIOR WOOD DOOR TYPE BICC/ANS! co FRAME DETAIL(AND HINGE JAMB DIMENSION). A3.01 4 III v�� ACC UNIT_ 20. SEE ELEVATIONS FOR ALL UNIT VENT LOCATIONS. M - UNIT 3.2 - B ; 1 iii ■ M - �� t co N MECH DESIGN/BUILD TO COORDINATE LOCATIONS OF iiiii II O N `. 10 ii 3 SEE A5.33 �` 1 1 VENTS AND SOFFITS W/LOCATIONS SHOWN ON TYPE BICC/ANSI 1 1 flk® 1 2 A3.01 T cs I - PLANS AND ELEVATIONS. ALL STANDARD VENTS S TO r � ACC UNIT Q --- 0.....iii...I. �' BE GREATER THAN 31-0"FROM ALL OPERABLE �` ♦ I r r1 r--y m OPENINGS. ALL GARAGE EXHAUST VENTS SHALL BE �r 41/0 GREATER THAN 10'-0"FRAM ALL OPERABLE ♦ �- } __ D I OPENINGS. is 110 ►J 81 �� ._ �_ L B1 21. CRAWL SPACES SOIL SURFACES SHALL BE QO l) A , inwol KiCOVERED WITH ASOIL-GAS RETARDER MEMBRANE �RCIS - - Y _ ` (MIN. 6 MIL POLYETHYLENE)AS PART OF A COMPLETE RADON GAS:0 b` TIGATION SYSTEM. "� .- Zo �'' so [MIN + Z` EXIT PASSAGEWAY( ►�� -w u' 0 22. CRAWL SPACE VENTILATIONS STEM IS BY OTHERS/ iv MO I so C �m 10 ' DESIGN BUILD AND SHALL BE PERMITTED UNDER A `n L.2� FE• r - -- - - - Ni- 411 '�' "' --- DEFERRED SUBMITTAL. ♦ ♦ `� �� -. _� A S. 23. SEE DETAIL 7/A8.12&81A8.12 FOR GARAGE OPENER 10 0ll ' .1 ��� >•■ ��HI_ ��'�� B# INFORMATION i r. ® ®� ti 24. SEE DETAIL SIA8.12 FOR NONRATED WALL • /�'� \� r ,;' ' ► { 00 ® ,..0 iNTERSIwCTiON WITH 1 HR FLOORICEILING ABOVE. �.�! 0 i 1 '- _• -_ ..11.E Y .0si 4 .r...._,_........... wil no 1115,\ Aolrini - II I is _i 1 4111111AMI --- -------- iii 04 01 ©01 I M 57 ��` h. UNIT 2.1 - B m� UNIT 1.1 - B / BRIAN R.FLEENER rat © SEE A5.20 ® A5.01 SEE A5.12 © P TYPE B ICC/ANSI TYPE B ICC/ANSI I , (\ a ° co `�1 ACC UNIT111 ASS UNIT ; v r� I RTLAND, OR T, rl ~ r- =' IJi Mi it1N. • 10 UP_. O lF " 0 1, , ,....,........m. n STAIR11M- OR 111.101111,1J ��., „. I 10 O \�./ 0. ' 0 IT .... @ 0 0 10 ° :1 6 :- 10 1101 .1 � - ,. ) 5 10 r ,,, e‘i _ ,_ i A8... 12 PIex Downhill cav 3 1/2" 3 1/2" �" 2'-1 3 1/2" (Iy 8'-3 1/2" III 2'-0' 3 112" 112 3 12" " 1 1 I �3'-0'�'-0"�'-0`�4'-2 �3 -0 10' !'-6' !'-6',t'-6 • , '-0"i '-0" �1'-9" '�' '_0" '-0" 10" ,. !'-6'�. ,_6,i,1.6' PROVIDEKNOXCOMPANY First Floor Plan a +I 4 10112" RAPID ENTRY SYSTEM(S) 11`0,1 19'-0" 1 -2" 9' 9" 1'_61, 10'- 11" _ 10'-9 1/2" - 11 9'-9" 5'-2" PER EACH BUILDING AS iiiTo Q / 43'-A" i 9'-11" 29'-6" VALLEYAPPROVED RE AND RESCUE a. 1 -Lb aill] i A3.01 LL B D N ri- # Date Description C Revisions T a. FEBRUARY 15,2017 0) Date C3 0 , 15BB, KB, SM U1 Designed By m 12 ZD m 1- Drawn By m BB, KJ Checked By c v 17857 a -� g Project Number Q -Po 1w v v) A2 i 0 1 1 FIRST FLOOR PLAN Sheet Number ai ED Copyright 2016 ciD A2.01 SCALE: 1/8"= 1-0" if this drawing is less than 24°x 36`it has been reduced. Scale accordingly. C N FLOOR PLAN NOTES 0 a 1. ALL DIMENSIONS AND GRIDS ARE TO FACE OF STUD *.:;,4,- ,z.'',11•7, 1�' ' �1. ``-''' AND EDGE OF ROUGH OPENING UNLESS OTHERWISE , .. NOTED. I7" 15-, tw kigsfanramkg 2. FOR ARCHITECTURAL ABBREVIATIONS&SYMBOL ,k/.. l , ,4N# LEGEND SEE SHEET A0.01. '< ' .y„- `it ' i 3. FOR CONSTRUCTION ASSEMBLY DESCRIPTIONS SEE SHEET A1.01. 4. SEE BUILDING PLANS FOR TYPE A OR B ICC/ANSI Otak Architects, Inc ACCESSIBLE DWELLING UNITS. 5. SEE UNIT PLANS FOR TYPICAL UNIT FLOOR 808 SW 3rd Ave, Suite 300 DIMENSIONS,TYPICAL NOTES,AND WALL Portland, OR 97204 ASSEMBLIES. 6. SEE STAIR SHEETS FOR STAIR DIMENSIONS AND Phone 503.287.6825 0 51ev:1-- 14e_/v\o ,5 NLER 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 L-/ 5 u.' -0)T.- I BLY. 8. MAINTAIN WALL AND MOOR/CEILING ASSEMBLY SEE SHEET A1.11 FOR ROOM FINISH SCHEULC ,�}_ RATING AT ALL TUB/SHOWERS. 0 Jae.. `.,�cr- . FOR DOOR AND WINDOW TYPES AND SCHEDULAND River Terrace EastES. 10. SEE DETAILS 13/A8.11 AND 14/A8.11 FOR WALL � -1:: 5 INTERSECTION DETAILS AT 1-HR&2-HR WALLS. O 5 t� V.\----.5 110 . SIDEWALKS AND PATIOS SHALL SLOPE AS SHOWN MI Ilk ON PLANS.WARP CONCRETE AT WALLS AND A COLUMNS AS SHOWN TO FORCE WATER TO MIGRATE (1)5,a_ is er $ 7 I A4.01 }-t O A4,0I SW Roy Rogers Rd. I AWAY FROM AND AROUND WITHOUT EXCEEDING � 1.5%MAXIMUM SLOPE. ��-�•-� �p A3.01 ¢ 12- SEE 19IA8.11FOR FIRE EXTINGUISHER CABINET Tigard, OR 97223 S ��� l�e� `4-_ t WV ® DETAIL.COORDINATE LOCATION WITH FIRE O I MARSHALL AND PROVIDE UL-RATED TYPE ABC FIRE 3 EXTINGUISHER WITH 10 POUND NOMINAL CAPACITY sk AND AMMONIUM PHOSPHATE-BASED DRY CHEMICAL 50'-3 314" 32'-5 114" IN MANUFACTURER'S STANDARD ENAMELED CONTAINER 2'- 111 " 11'-31/2" 14'-8" 21'-43/4" 10'-91/4" 7'-8" 10'- 113/4" 3'-011 " 13. FOR MECHANICAL SYSTEMS&EQUIPMENT SEE 7 ��� `�� �}- A Jr MECHANICAL DESIGN/BUILDING DRAWINGS. -t"t' '-0" '-0" '-0" '-6" '-6" '-6" 0" '-0'! " 3 -0's5'-3314" '-0" ,_0" '-0" -0" '-0" 14. FOR ELECTRICAL LIGHTING&EQUIPMENT SEE 3 11 2" 3 112" - 3'- 11 112" 11 114" 3 112" 2'-4' IF 3 1/2" '14 2'-2I1/4" ELECTRICAL DESIGN/BUILDING DRAWINGS. 3 7 114" • 314" /2" r 15. FOR FIRE SPRINKLERS SEE FIRE SPRINKLER /2" DESIGN/BUILDING DRAWINGS AS APPROVED BY FIRE MARSHAL. 16. OPERABLE PARTS OF LIGHTING, ENVIRONMENTAL, SECURITY CONTROLS AND ELECTRICAL I _ O 11 I a ^_ I �--� (� I RECEPTACLES SHALL BE FLOORMOUNTQ BETWEEN 17. { -1 } i AND 48"ABOVE FINISHED FLOOR AND ELECTRICAL - � �/ J PANELS TO BE LOCATED WITHIN REACH RANGE OF `�[�QSr ��IS M - ' Mill Irr 4 i� .tn` O 0 112 0 I- �1 r.-1,9 O 1� 48"ABOVE FINISHED FLOOR TO HIGHEST CONTROL West N. ♦ ;_moo - . w,r -,r..,. s �..,�. + - moi .:..; :; ♦ ♦ ♦ ♦ - 0 AT GROUND FLOOR UNITS. 11.1167A111%-,\" B ""' 1 _ Development 1. 17. FOR FLOOR ELEVATIONS SEE SITE DEVELOPMENT T , O , E ,� O O , �♦ DRAWING PACKAGE. `�` •m m a•••••m a m 311 mi •� 18. SEE DETAILS 9/A8.11 AND 10!A8.11 FOR J "'.' - r Pl. N - INFORMATION REGARDING JUNCTION BOX 735 SW 58th Ave., IC (?,_ PLACEMENT AND DETAIL11 /A8.11 , 12/A8.11 FOR Beaverton, OR 97006 ia`m UNIT .7 UNIT 1.2 1 PLUMBING PENETRATIONS FOR ONE AND TWO -' J O SEE A 3.2 1111 SEE A5.13 .= i HOUR RATED WALLS. r. !\ik }___ I5 4"3 19. SEE 1 /A8.11 FOR TYPICAL INTERIOR WOOD DOOR FRAME DETAIL(AND HINGE JAMB DIMENSION). A3.01 4IcI° O - 1 so °0 20. SEE ELEVATIONS FOR ALL UNIT VENT LOCATIONS. `--:Nkk� Hi" MECH DESIGNIBUILD TO COORDENATE LOCATIONS OF N �3 . °0 VENTS AND SOFFITS WI LOCATIONS SHOWN ON as 2 A3.01 PLANS AND ELEVATIONS. ALL STANDARD VENTS TO `�' 1, 101 --. -, 7.mm- ` ' NBE GREATER THAN 3'-D"FROM ALL OPERABLE _ I ©� IOPENINGS- ALL GARAGE EXHAUST VENTS SHALL BE m � NI V Pq GREATER THAN 10'-0"FROM ALL OPERABLE 11 �, 00 -0 ROOF BELOW OPENINGS. 0 1 � o OP r 21. CRAWL SPACES SOIL SURFACES SHALL BE m1111 ' A (2 ) ' IIII � - - �` - 11[6.)1 a COVERED WITH ASOIL--GAS RETARDER MEMBRANE c _, - - ��-=//�1� - - - - - - (MIN.6 MIL POLYETHYLENE)AS PART OFA COMPLETE ♦ RADON GAS MITIGATION SYSTEM. "' �' N �� 20 CORRIDOR a b `r' 22. CRAWL SPACE VENTILATION SYSTEM IS BY OTHERS/ iV ;n <, _ w ' MI. ® © �i II � ' �, DESIGN BUILD AND SHALL BE PERMITTED UNDER A 'r' - - �� FEC --- - s ■11A ,r, DEFERRED SUBMITTAL. ti ♦ .....u+re ....r.74.�..� ♦ ♦ --- CI 23. SEE DETAIL 71A8.12&81A8-/2 FOR GARAGE OPENER 4)0 i �_ ii �_ __, _�_� ?� INFORMATION OE WISIO I E B � • A3 ® • � 7, �I 1 0 24. SEE DETAIL 5/A8.12 FOR NONRATED WALL s 111w., ® I �, I �t INTERSECTION WITH 1 HR FLOOR/CEILING ABOVE. 1 ....,._, ,_:_, -=,- 1 `r ' i #I I� wm 2 0 ..........� / UP DN PM 11 IN 1 momI1 mums sem WIMP ;off 11A rid glom MIMI till la ir)- in. I WWI 4) 4) "I)) i 'EV/ er) 1 ca .�� i Iu�'�' ice= iri CC ! - - I____I UNIT 2.1 I0 UNIT 1.1 � Q 'RIA R. L 4 ITER fi 5 © SEE A5.19 I STAIR �; I A5.01 SEE A5.1 D r . x 4 r3. o I - .. 1 I ! N N. RT Af4 I,OR 1 MP' I N. _, ,.wi...n..,......._ 1 ,�� 0, _ LIM . B2 1 I _� B_Z %IP ill r --.. 0 .11Bot ii II Z. . i t 1 1 NMI IC um 11.11 ,••••••••,•ssigia fin111111 _____Ni."---\\ - G7� ---- --lIhI 'E'"""`- _ I]� tl i!�0 0 arillaII 3 3 3 O `Y/ O i� r It �� (0 11 -- - - -9 r I r a N I 12 Plex Downhill 3 1/2" 3 1/2' N ROOF BELOW 2'- i 1!4 3 1/2" 1 3 1/2"-\ 10" 3 1 " �2'-1" 3 1/2" j .-0"1 .-0" 3 1/2" 10" Second Floor M g-0" -0" -0" 4'-2" -0" . ''-6' ►'-6' 0'-6' J' ,3'-0" -0� -6' '-6' -6' iii 1'-0" I, 19'-0" 1'-2",1 9'-9" 1 -r' 10'-5112" 5 .r" 5 7" 10'-4" 2'-11� 9'_9" ,0'1(x" -5'_2" Plan iti +! +r 0 43'-4" ` 9'- 11" ! 29'-6" ! 0 a. 82'-9" -_ - - -- - - -- I -- -- - - - - - -1 ------ ---_- ---------[- __.- T _ -_- _- - - --- - - - ----- - -- - - A3.01 I I i 013) D rt # Date Description o Revisions w a FEBRUARY 15, 2017 Date O U BB, KB, SM w Designed By 8 ZD 1-- Drawn By BB, KJ Txr Checked By c a� 3 17857 8 Project Number b" cr m tf, A2 02 a U SECOND FLOOR PLAN 6 1 � Sheet Number ED Copyright 2016 ii A2.02 SCALE: 1/8"- 1'-0" if this drawing is less than 24;x 36",it has 5 N been reduce[!. Stale accordingry. c FLOOR PLAN NOTES o a L.,,..i. , .,.„. -0 1. ALL DIMENSIONS AND GRIDS ARE TO FACE OF STUD :4";1";r4'.-;E: ., Y_. AND EDGE OF ROUGH OPENING UNLESS OTHERWISE '':= NOTED. ai .,: ,14.:. .42.. -._..: 2. FOR ARCHITECTURAL ABBREVIATIONS&SYMBOL ',r " " "^ " .,.,.,k LEGEND SEE SHEET A0.01. "W." 3. FOR CONSTRUCTION ASSEMBLY DESCRIPTIONS SEE SHEETBUILDING A1.01. Otak Architects, Inc 4. SEE BUILDING PLANS FOR TYPE A OR B ICC/ANSI ACCESSIBLE DWELLING UNITS. 5. SEE UNIT PLANS FOR TYPICAL UNIT FLOOR 808 SW 3rd Ave, Suite 300 DIMENSIONS,TYPICAL NOTES,AND WALL Portland, OR 97204 ASSEMBLIES. Phone 503.287.6825 6. SEE STAIR SHEETS FOR STAIR DIMENSIONS AND FaX 503.415.2304 OTHER STAIR INFORMATION. 7. UNLESS OTHERWISE NOTED ALL MECHANICAL DUCTS AT FIRST AND SECOND FLOOR/CEILING ASSEMBLIES SHALL RUN UNDER 1-HR ASSEMBLY. LSrLIT 14 -�s 8. MAINTAIN FLOOR/CEILINGALL AND FLOOR/CEILING ASSEMBLY RATING FT ALL TUB/SHOWERS.RROOMFI River Terrace East 9. SEE SHEET A1.11 FOR ROOM FINISH SCHEDULE AND 0 se.e__ FOR DOOR AND WINDOW TYPES AND SCHEDULES. ��� 10. SEE DETAILS 131 A8.11 AND 141 A8.11 FOR WALL � INTERSECTION DETAILS AT 1-HR&2-HR WALLS. 0t� ��� -eP Li 11. SIDEWALKS AND PATIOS SHALL SLOPE AS SHOWN A ON PLANS.WARP CONCRETE AT WALLS AND GIA4.01GO COLUMNS AS SHOWN TO FORCE WATER TO MIGRATE A4.01 AWAY FROM AND AROUND WITHOUT EXCEEDING SW Roy Rogers Rd. 0 � lSe� 1.5%MAXIMUM SLOPE. A3.01 •'¢ �� . 12. SEE 19/A8.11FOR FIRE EXTINGUISHER CABINET Tigard, OR 97223 4 DETAIL. COORDINATE LOCATION WITH FIRE 40 5ez- �5� 7. i al MARSHALL AND PROVIDE UL-RATED TYPE ABC FIRE 3 EXTINGUISHER WiTFI 10 POUND NOMINAL CAPACITY /� i - 82'-9" AND AMMONIUM PHOSPHATE-BASED DRY CHEMICAL 0 See_ giSPef- 50'-3 3!4" 32'-5 1/4" IN MANUFACTURER'S STANDARD ENAMELED CONTAINER 0 2'-11 1/2"-` 1V-3 1/2" 14'-8" 21'-4 3/4" 10'-91/4" 7'-8" 10'- 11 3/4" 3'-0 1/ " 13. FOR MECHANICAL SYSTEMS S,EQUIPMENT SEE RW- 7. / / / 1► / 3 / 3 MECHANICAL DESIGN/BUILDING DRAWINGS. '-0" '-0" '-0" f'-6"�'-6" '-6"3'-2" "' 0", I'-0:' '-0" 5'-5" `-0" -OJT s , '-0" / `�_0, �_o" 14. I'ORELECTRICAL LIGHTING &EQUIPMENT SEE 3 112" • 1!4" 3 112"�+� 6/- / 3 112"�' / 3 t/2" �2'-2" r2'-4" 3 112" %2'-2 filo" ELECTRICAL DESIGN/BUILDING DRAWINGS. � `5��--- � Z • 314" 3 112"J 3'- 11 �1l2"� 15. FOR FERE SPRINKLERS SEE FIRE SPRINKLER e' �i ROOF DESIGN/BUILDING DRAWINGS AS APPROVED BY BELOW FIRE MARSHAL. 16. OPERABLE PARTS OF LIGHTING, ENVIRONMENTAL, SECURITY CONTROLS AND ELECTRICAL HALL BE MOUNTED _.. -.....-_-- � - - - - - 11 • - io RECEPTACLES VE FINISHED FLOOR AND ELECTRICAL i- I7 ;I� 0 Ia I EEN 17. AND L ABO Z- ein .1 ;-c_ 3 3 13 n I� 11•4 J PANELS TO BE LOCATED WITHIN REACH RANGE OF West Hills �� 01: -- � _._ F �I j� O /� ME r -� so al . S 48 ABOVE FINISHED FLOOR TO HIGHEST CONTROL `L �. - - ,l ..,. ,.. R ��. .. - �a �,.....".i ,...... �♦ ♦ ♦ ♦ 11111 AT GROUND FLOOR UNITS. o /� - /� O B -___ 17. FOR FLOOR ELEVATIONS SEE SITE DEVELOPMENT Development �'J / IIIII i .(t i �,J - 1tA DRAWING PACKAGE. r : N._ 18. SEE DETAILS 9/A8.11 AND 101A8.11 FOR 735 SW 158th Ave., 1 -- �/ INFORMATION REGARDING JUNCTION BOX N 11 ' N PLACEMENT AND DETAILI 1 /A8.11 , 12/A8.11 FOR Beaverton, OR 97006 ♦ 1 L 'b PLUMBING PENETRATIONS FOR ONE AND TWO r ED ce) UNIT 3.2 I ' UNIT 1.2 Q s~ _ HOUR RATED WALLS. t;) SEE A5.13 ; `�'� 19. SEE 1 /A8.11 FOR TYPICAL INTERIOR WOOD DOOR -' co ca - SEE A5.32 �� r 20 FRAME DETAIL(AND HINGE JAMB DIMENSION). Co 20. SEE ELEVATIONS FOR ALL UNIT VENT LOCATIONS. A3.01 4 z oi _ MP l �, MECH DESIGN/BUILD TO COORDINATE LOCATIONS OF 3 1 "1/ v , VENTS AND SOFFITS W/LOCATIONS SHOWN ON .. 4 Q 1 r �. € -IL.••.I �� 2 A3.01 PLANS AND ELEVATIONS. ALL STANDARD VENTS TO Pc» - 60 ____s 1110\1V,i 0i11A! ca BE GREATER THAN 3'-0"FROM ALL OPERABLE -\--♦-' OPENINGS. ALL GARAGE EXHAUST VENTS SHALL BE �� 14A 1 rMP GREATER THAN 10`-0"FROM ALL OPERABLE E 1 U 7 -] 00 11,16 Q OPENINGS. -' o M . `/I __ - 1 21. CRAWL SPACES SOIL SURFACES SHALL BE 1 � (D' B � � � I � 1 _ _ ' /�I B1 1 COVERED WITH ASOIL--GAS RETARDER MEMBRANE [B1 C --T--T-j T k- 8 ire0 `•�/ (MIN,6 MIL POLYETHYLENE)AS PART OF A COMPLETE -- -1►---9ro - - - - j ±1- -- - --- - - - ♦ - 0 RADON GAS MITIGATION SYSTEM. V 1 1 x '� - �, 22. CRAWL SPACE VENTILATION SYSTEM IS BY OTHERS! `� 20 i ("-} IA 1 © CORRIDOR 1 21 • 0 a �' DESIGN BUILD AND SHALL BE PERMITTED UNDER A "' -J ji(i FEC ------ - 1�A ilk `�' -egg., DEFERRED SUBMITTAL. - - - - 1 - _ imi=mon ♦ N. - 0 23. SEEFORMDETATILOA7/NA8.12&8/A8.12 FOR GARAGE OPENER INI pli -� I. BI C i' L J • B1 ____ 24. SEE DETAIL 5/A8.12 FOR NONRATED WALL RT 1 � •3 i FLOOR/CEILING, , STAIR ! �, t INTERSECTION WITH 1 HR FLOOR/CEILING ABOVE. fl ��; 66, © I E ��/ � ®ri, 1 f- �'l DN 1 _1 01i1.- o . ,_.., ,, 0 , tin 1 --1q mom _ ,r-, 106 - r� e� i,-) - r- - w I N N � 'A V7G 0 BRIA R.FI, TIER n �I A UNIT 2.1I © UNIT 1.1 ��,5 SEE A5.19 I - A5.01 r. EE A5.10 0 ' RTI`AISD�OR ® •...=1. --- OPEN - 1._.r... sA4.12 IIII NMI all T B2 ' -- La, oOF 0 ° mil , , , • - ♦ '\ w.m. w ion f _ - O � _d 11A ' © � Id�© JA011Att � ..,-,_--..... .,,,,_ .,....., 7:() IIA tt '� I ,II I , 12 Plex Downhill 3 112" 2'- 10.114" 3 1!2" 3 1/2" 31/2" 3 1/2" cv Third Floor Plan /-02'-0 '-0" 4'_2" /-0" li '-0" -0" 2'- 1" -0 -0" 2'-0" '- 4' '-0" 4'-73/4" -0 '-0" of 1'-0" / 19.-0" 12'-5" / 10'-5 1/2" 112 5 1/2" 10'-4" 13'-6 1/2" 5'-2" Tii ci 43'-4" 9'- 11" / 29'-6" - a 82'-9" .-1 I --- --- - --- - ------ - - A3.01 L Ali B D # Date Description co N1 Revisions 0 FEBRUARY 15, 2017 a, Date in 0 ; BB, KB, SM m to Designed By a ta ZD r Drawn By L BB, KJ Vs Checked By E' N I 17857 8 Project Number in--6 ca 0 A2 . 03 o U 1 THIRD FLOOR PLAN EDSheet Number Copyright 2016 O iii ii A2.03 SCALE: 1/8"= 1'-0" if this drawing is less than 24"x 36'it has .y N been reduced. Scale accordingly. a) i3C