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Plans (99) PLM2018 -00197 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 CJ 3- FOR CONSTRUCTION ASSEMBLY DESCRIPTIONS SEE SHEET Al-01. J,� 4. SEE BUILDING PLANS FOR TYPE A OR B ICC/ANSI Otak Architects Inc She�� 1^ 1 p �. O l�� r U Tl.� r . �_ f/ < > /I r , ,i�1 11 L �Jn" ACCESSIBLE DWELLING UNITS. (1 /J_�, 1_t,, �,l_f✓"1.r 7 l/I" S. SEE UNIT PLANS FOR TYPICAL UNIT FLOOR 808 SW 3rd Ave, Suite 300 DIMENSII S� C w1l -D(awaIrntS tOr' IJA� �Tf�W\ ` t�' ' O� �'\QAW �4:� 5?P-60\I!7'y ao(��. AASSEMBLLIIES TVPICALNOTES,ANDWALL Portland, OR 97204 J 6, SEE STAIR SHEETS FOR STAIR DIMENSIONS AND Phone 503.287.6825 OTHER STAIR INFORMATION. FaX 503.415.2304 -K 7. UNLESS OTHERWISE NOTED ALL MECHANICAL DUCTS AT FIRST AND SECOND FLOOR/CEILING ASSEMBLIES SHALL RUN UNDER 1-HR FLOOR/CEILINMAIINTAIN WALL ASSEMBLY. L ANDFLOOR/CEILING ASSEMBLY RATING AT ALL TUB/SHOWERS. 9.I SEE SHEET A1.11 FOR ROOM FINISH SCHEDULE AND O �� Q.�521' 4 FOR DOOR AND WINDOW TYPES AND SCHEDULES. River TCip rraliG/gyp EaS 10. SEE DETAILS 13/A8.11 AND 14/A8.11 FOR WALL INTERSECTION DETAILS AT 1-HR &2-HR WALLS. L� Q Q �;��(' 11. SIDEWALKS AND PATIOS SHALL SLOPE AS SHOWN J tJ" ON PLANS.WARP CONCRETE AT WALLS AND COLUMNS AS SHOWN TO FORCE WATER TO MIGRATE ,y AWAY FROM AND AROUND WITHOUT EXCEEDING Co 5 et- �W 1.5%MAXIMUM SLOPE. SW Roy Rogers Rd. A 2 A3.01 C 1 2 1 E 12 SEE 19/A8.11FOR FIRE EXTINGUISHER CABINET Tigard, OR 97223 A4.01 A4.01 11 � O DETAIL. COORDINATE LOCATION WITH FIRE 3 a A4.12 A4.12 5o�^; ` MARSHALL AND PROVIDE UL-RATED TYPE ABC FIRE a !, t �><�u� ung \ EXTINGUISHER WITH 10 POUND NOMINAL CAPACITY AND AMMONIUM PHOSPHATE-BASED DRY CHEMICAL IN MANUFACTURER'S STANDARD ENAMELED 82'-9" I CONTAINER -" - MECHANICAL YSTEMS& EQUIPMENT SEE 50'-3 3/4" 32'-5 1/4" MECHANICAL DESIGN/BUILDING DRAWINGS 14. FOR ELECTRICAL LIGHTING& EQUIPMENT SEE 101 11'-3" 25'-6" T-0" 21'-7" 11'-5" ELECTRICAL DESIGN/BUILDING DRAWINGS. V-0" 4'-2" 8'-0" 1'- '-0" '-0" 15. FORFIRE SPRINKLERS SEE FIRE SPRINKLER - DESIGN/BUILDING DRAWINGS AS APPROVED BY 9 1/4" 2'-8" 1'-3" FIRE MARSHAL. 16. OPERABLE PARTS OF LIGHTING, ENVIRONMENTAL, SPRINKLER A8.04 FIRE 7 5 SECURITY CONTROLS AND ELECTRICAL SPRINK �k RECEPTACLES SHALL BE MOUNTED BETWEEN 17. I t0 to IO��r AND 48"ABOVE FINISHED FLOOR AND ELECTRICAL o ` / I PANELS TO BE LOCATED WITHIN REACH RANGE OF A8 qg ° iv AT ROUNDFINISHED FLOOR UNFLOOR TO HIGHEST CONTROL West Hills 10 101 10 10 10 10 `J 17 FOR FLOOR ELEVATIONS SEE SITE DEVELOPMENT A Development AS I �k I I \ I DRAWING PACKAGE. v 11 X X 5 1 `n 18. SEE DETAILS 9/A8.11 AND 10/A8.11 FOR / \ X / I I INFORMATION REGARDING JUNCTION BOX 735 SW 158th Ave., X 8 At I I PLACEMENT AND DETAIL 11 /A8.11 , 12/A8,11 FOR Beaverton, OR 97006 X - - i� - - � 5 10 , PLUMBING PENETRATIONS FOR ONE AND TWO / \ I \ I / \ I HOUR RATED WALLS. LZ 19. SEE 1 /A8.11 FOR TYPICAL INTERIOR WOOD DOOR bo FRAME DETAIL(AND HINGE JAMB DIMENSION). A3.01 4 ' A7 _ GARAGE 4 GARAGE 5 GA GE 6 20. SEE ELEVATIONS FOR ALL UNIT VENT LOCATIONS. N o GARA R 1 GARAGE 2 GARAGE 3 ,1 N MECH DESIGN/BUILD TO COORDINATE LOCATIONS OF 11C 11 �O `� m 2A3.01 VENTS AND SOFFITS Wl PLANS AND ELEVATIONS. L ATIONS SHOWN ON N L STANDARD VENTS TO 1 1 BE GREATER THAN 3'-0"FROM ALL OPERABLE 4B 46 48 46 SEE CIVIL OPENINGS. ALL GARAGE EXHAUST VENTS SHALL BE FOR RETAINING GREATER THAN 10'-0"FROM ALL OPERABLE WALL OPENINGS. C 10 /jam O © A4 Aa CRAWL SPACES SOIL SURFACES SHALL BE LA 21 COVERED WITH A SOIL-GAS RETARDER MEMBRANE \' - - r d• - - - t i - - - RADON GAS MITIGATION SY)TEM RT OF A COMPLETE _ � 2 1' ' \J� ��y► 'O iv 1 ] V�1\ 1 22. CRAWL SPACE VENTILATION SYSTEM IS BY OTHERS/ O `I We vf- 5 V I L e- O B2 - 1 - -T-- _ µ 1 N DESIGN BUILD AND SHALL BE PERMITTED UNDER A r l L _ _ _ _ _ _ DEFERRED SUBMITTAL. C?22X-l+N1- V✓\1 V's) - 1\J�J 23. SEE DETAIL 7/A8.12&8/A8.12 FOR GARAGE OPENER L i _ 3 tt INFORMATION Z 46 A5 I� A5 A5 L A6 V A5 24. SEE DETAIL 5/A8.12 FOR NONRATED WALL STORAGE I I INTERSECTION WITH 1 HR FLOOR/CEILING ABOVE. T-11" STORAGE STO GE ORA BIKE STOR t 5 STAIR 18lKE STOR 4 3 y ^ i2 SEE CIVIL 12 4 4B (3 BIKES) I I (3 BIKES) -FOR RETAINING WALL --- -- I 22 9'-01/2" 9 - 10" 10' -8114" 26 26 24"x24" I 5 I 24"x24" 2s BOTTOM OF SLOPE RECEIVED t- C� CRAWL SPACE ACCESS I , I ACCESS PA E [ _- EXHAUST HATCH HATCH - s N - - - - - _ _ _ _ FAN I ." 8 I WOOD FRAME _ - - APR 2 6 2016 3 WOOD FRAME 8 I - I SHEAR WALL- 3 EXHAUST RIA R.f L NER 3 SHEAR WALL- A8.11 I 4 I SEE STRUCT. FAN CITYOFTIGARD /4 �� SEE STRUCT. Aa.12 - - - TVP- 12 - - - - TOP OF SLOPE • P RTLAND,OR • BUILDING DIVISION - - I I A4.12 � _ i - - - - I 4up i - - - - FO IlI - a I 1 - - - - - - 2 N I A5.01 I 12 Plex Downhill PROVIDE KNOX COMPANY RAPID ENTRYSYSTEM(S) Basement Floor PER EACH BUILDINGS AS a ; APPROVED BY TUALATIN ti VALLEY FIRE AND RESCUE Plan To 43'-4" 9'- 11" 29'-6" I_ ___-_-- 6 82'-9" a - - - -- 1 A3.01 B D CITY OF TIGARDr OFFICE COPY KApproved............................... 1 I Conditionally Approved.............. ( ] v See Letter to: Follow.................. [ ] or Attaehcd................ [ ] # Date Description Permit Number:_ 'L1, 0l6 `00 1 qrl Addles T� Revisions By: _Uatc: S a_IC�_ FEBRUARY 15, 2017 iu -- 0f3a, G -Date (n U 1-7:1I1-Iq BB, KB, SM w Designed By m 2 WY,ZD,DG Drawn By -" - `m m Checked By c a) E 3 17857 Project Number N A2000 U BASEMENT FLOOR PLAN Sheet Number Copyright 2016 LL. A2.00 SCALE: 118"= 1'-0" if this drawing is less than 24".r 38, d has t been reduced Scale accordingly. a' N 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. 4. SEE BUILDING PLANS FOR TYPE A OR B ICC/ANSI Otak ArchitectsInc ACCESSIBLE DWELLING UNITS. t 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 7. UNLESS OTHERWISE NOTED ALL MECHANICAL I DUCTS AT FIRST AND SECOND FLOOR/CEILiNG ASSEMBLIES SHALL RUN UNDER 1-HR FLOOR/CEILING ASSEMBLY. 8. MAINTAIN WALL AND FLOOR/CEILING ASSEMBLY RATING AT ALL TUB/SHOWERS. 9. SEE SHEET Al.11 FOR ROOM FINISH SCHEDULE AND River Terrace East FOR DOOR AND WINDOW TYPES AND SCHEDULES. 10. SEE DETAILS 13/A8-11 AND 14/A8.11 FOR WALL C� INTERSECTION DETAILS AT 1-HR&2-HR WALLS, O Sed lS�- J ~ z T3: 1 E 11. SIDEWALKS AND PATIOS SHALL SLOPE A SHOWN ON PLANS. WARP CONCRETE AT WALLS AND A4.01 COLUMNS AS SHOWN TO FORCE WATER TO MIGRATE A4.01 AWAY FROM AND AROUND WITHOUT EXCEEDING ' 2 1.5%MAXIMUM SLOPE. SW Roy Rogers Rd. O St e' QnSer -7" A3.0, 12. SEE 19/A8.11FORFIRE EXTINGUISHER CABINET Tigard, OR 97223 i a A4.12 A4.12 DETAIL. COORDINATE LOCATION WITH FIRE MARSHALL AND OVIDE UL-RATED G � E ABC FIRE 3 I I EXTINGUISHER WITH 10 POUND NOMI AL CA AC TY 82'-it __._ AND AMMONIUM PHOSPHATE-BASED DRY CHEMICAL 50'-3 3/4" 32'-5 1/4" IN MANUFACTURER'S STANDARD ENAMELED CONTAINER ��f �' 2'-11 12" 11'-3 12" _ 14'-8" 21'-4 3/4" 10'-9 1/4" 7 -8" 10'-11 3/4" 13. FOR MECHANICAL SYSTEMS& EQUIPMENT SEE r MECHANICAL DESIGNBUILDING DRAWINGS. y�^ '-0" '-0" '-0" -B" '-6" '-8" '-0" '-0" _ '-0" 5'-33/4" '-0" '-0" '-0" '-0" '-0" I 14, FOR ELECTRICAL LIGHTING&EQUIPMENT SEE 1/2" 3112" 11/4--j31/2" 2'-4" 31/2" 2'-4• ELECTRICAL DESIGN/BUILDING DRAWINGS. 1/2"--' 3'- 11 2" 2'-2 114„ 15. FOR FIRE SPRINKLERS SEE FIRE SPRINKLER T-3 112'-) ROOF DESIGN/BUILDING DRAWINGS AS APPROVED BY FIRE MARSHAL BELOW 16. OPERABLE PARTS OF LIGHTING, ENVIRONMENTAL, SECURITY CONTROLS AND ELECTRICAL RECEPTACLES SHALL BE MOUNTED BETWEEN 17. O O 11 I 1 t ' I fO AND 48"ABOVE FINISHED FLOOR AND ELECTRICAL 11 O O O 11 111 I O I O I O 11 1111 L O O PANELS TO BE LOCATED WITHIN REACH RANGE OF West Hills 1 48"ABOVE FINISHED FLOOR TO HIGHEST CONTROL _ - - - - - - - 2 - -" AT GROUND FLOOR UNITS. o O O 11 O v 1O 1O ' I 17. FOR FLOOR ELEVATIONS SEE SITE DEVELOPMENT Development DRAWING PACKAGE. ROOF " 18. SEE DETAILS 9/A&11 AND 10/A8.11 FOR BELOW B2 INFORMATION REGARDING JUNCTION BOX 735 SW 158th Ave., PLACEMENT AND DETAIL 111A8.11 , 12/A8.11 FOR Beaverton, OR 97006 �- 1 PLUMBING PENETRATIONS FOR ONE AND TWO 3 zp UNIT 1.2 - B HOUR RATED WALLS. SEE A5.14 19. SEE 1 /A8.11 FOR TYPICAL INTERIOR WOOD DOOR TYPE B ICC/ANSI FRAME DETAIL(AND HINGE JAMB DIMENSION). A3.01 4 UNIT 3.2 - B ----- ACC UNIT_ 20. SEE ELEVATIONS FOR ALL UNIT VENT LOCATIONS. C-4 io _ O m N MECH D AND SOFFITS TO COORDINATE E LOCATIONS OF 10 3 SEE A5.33 �i � 11 � VENTS AND SOFFITS W/LOCATIONS SHOWN ON TYPE 8!CC/RPS! 1 J? 8D 2 A3.01 rn 5 O I N PLANS AND ELEVATIONS. ALL STANDARD VENTS TO ACC UNIT A4.13 -- O2 BE GREATER THAN T-0"FROM ALL OPERABLE / to OPENINGS. ALL GARAGE EXHAUST VENTS SHALL BE O `1 S GOPENINGS REATER THAN 10'-0"FROM ALL OPERABLE O O21. CRAWL SPACES SOIL SURFACES SHALL BE m �j 81 J 0 B7 ----r,i COVERED WITH A SOIL-GAS RETARDERR 2 - - o o MIN.6 MIL POLYETHYLENE AS PART OF A COMPLETE - - -' RADON GAS MITIGATION SYSTEM. °' O � t3 20 Ii 7 Z�� Z1fE]dT PASSAGEVUA�( 1 1 110 22. CRAWL SPACE VENTILATION SYSTEM IS BY OTHERS/ `N ' a -J _ ! ' FE I f I _ Al _ N° DEFERRED ISUBMITTAL�L BE PERMITTED UNDER A 23. SEE DETAIL 7/A8.12&8/A8.12 FOR GARAGE OPENER -- 1 t0 -- i` `-- 1 - O 22 -�-1-� INFORMATION I i I i B' --- i 24. SEE DETAIL 51A8.12 FOR NONRATED WALL INTERSECTION WITH 1 HR FLOOR/CEILING ABOVE. 07 i U 5� O 1 � 1 N N N N 372 UNIT 5. - B UNIT 1.1 - B 0 BRIAN I��LE�'4 _ 3 SEE A5.20 I I A5.01 SEE A5.12 1� io - 5 A4 12 TYPE B ICC/ANSI I I TYPE B ICC/ANSI O • �ry{t • io N C%kACC UNIT ASS UNIT - PORTLAND, OR -- -- -- 4 of 10 O , I UP I O / 1 A4.,2 VF t1 O O I 0 11 I STAIR i 11 ,1 a m I 10 OOO 1 - OO 3 10 co ; Al 5 ri n - - - '� 0 9 i "� '� 12 Plex Downhill 2" '_9A 3 /2" N 3112"-,, 3 12" 2'- 1 3 12" 8'-3 12" 2'-0 3 12" 31/2 '-0'1P'-0",4'-2- '-0" 10 _6' '-6' '-6 0" '-0" ,,_9,. 0" '-0" 10" 6' '-6' '-6 PROVIDEKNOXCOMPANY first Floor Plan 1012" RAPID ENTRY SYSTEM(S) ' -0. 19'-0" 1 9' 9" V-6„ 10'- 11" 10'-912" 11 9'-9" 5'-2" PER EACH CHBUILDINGAS Ot APPROVED BY TUALATIN VALLEY FIRE AND RESCUE A3.01 B D # Date Description of Revisions FEBRUARY 15,2017 N Date U m BB, KB, SM M Designed By m U ZD Drawn By `m BB, KJ Checked By v c 9 17857 0 Project Number OrA2m019 a FIRST FLOOR PLAN 1 Sheet Number a Copyright 2016 M01 SCALE: 1/8"= l'-0" If this drawing is less than 24"x 36', it has been reduced. Scaie accordingly. d N 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. 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 ASSEMBLIES. Portland, OR 97204 6. SEE STAIR SHEETS FOR STAIR DIMENSIONS AND Phone 503.287.6825 ER 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 FLOOR/CILING ASSEMBLY. 8. MAINTAIN EWALL AND FLOOR/CEILING ASSEMBLY 2 P_e- ��T RATING AT ALL TUB/R ROOM S. FI 9. SEE SHEET AND t FOR ROOM FINISH SCHEDULE AND River Terrace East FOR DOOR AND WINDOW TYPES AND SCHEDULES. 10. SEE DETAILS 13/A8.11 AND 141A8.11 FOR WALL INTERSECTION DETAILS AT ALL &2-HR WALLS. J J (� 11. SIDEWALKS AND PATIOS SHALL SLOPE AS SHOWN N PLANS. WARP CONCRETE AT WALLS AND A 2 v 1 E COO UMNS AS SHOWN TO FORCE WATER TO MIGRATE A4.01 T_i A4.01 AWAY FROM AND AROUND WITHOUT EXCEEDING SW RO Rogers Rd. K Y 9 . 2 12. SEE 19 A8.11MFOROFIRE EXTINGUISHER CABINET Tigard, OR 97223 05 5e� \�� A3.01 Q Aa 12 A4.12 g DETAIL. COORDINATE LOCATION WITH FIRE MARSHALL AND PROVIDE UL-RATED TYPE ABC FIRE 3 82'-9" EXTINGUISHER WITH 10 POUND NOMINAL CAPACITY __ L AND AMMONIUM PHOSPHATE-BASED DRY CHEMICAL IN MANUFACTURER'S STANDARD ENAMELED 50'-3 3!4" 32 -5 1/4" CONTAINER Z - 11 1 " 11'-3 12" 14'-8" 21'-4 314" 10'-9 114" T-8" 10'- 11 314" 3'-01 f " 13. FOR MECHANICAL SYSTEMS& EQUIPMENT SEE MECHANICAL DESIGN/BUILDING DRAWINGS. YT '-0" '-0" -0" 612'-6" '-6' '-0" '-0"1. 0-,5 -3 3/4- '-0" '-0" -0" 0" '-0 14. FOR ELECTRICAL LIGHTING&EQUIPMENT SEE 12" 1/2" 3'-11 12" 12" 2'-2 2'-4 3 12" 2'-21 J4" ELECTRICAL DESIGN/BUILDING DRAWINGS. 31 7 1/4" 3/4" 2" 1 1f4 15. FOR FIRE SPRINKLERS SEE FIRE SPRINKLER i 3'- 2" DESIGN/BUILDING DRAWINGS AS APPROVED BY FIRE MARSHAL. 16. OPERABLE PARTS OF LIGHTING, ENVIRONMENTAL, SECURITY CONTROLS AND ELECTRICAL RECEPTACLES SHALL BE MOUNTED BETWEEN 17. O I, I oPL O 1 11 I 1 to AND 48"ABOVE FINISHED FLOOR AND ELECTRICAL �'/ PANELS TO BE LOCATED WITHIN REACH RANGE OF West Hills 11 - 1O 1 11 I 1O - 1O O - 48"ABOVE FINISHED FLOOR TO HIGHEST CONTROL -" - __ AT GROUND FLOOR UNITS. O O 11 B 17. FOR FLOOR ELEVATIONS SEE SITE DEVELOPMENTDevelopment DRAWING PACKAGE. I "' 018. SEE DETAILS 9/A8.11 AND 10/A8.11 FOR 735 SW 158th Ave., INFORMATION REGARDING JUNCTION BOXQB2 N : PLACEMENTAND DETAIL11 /A8.11 , 12!A8.11 FOR Beaverton, OR 97006 UNIT 3.2 UNIT 1.2 O iv o PLUMBING PENETRATIONS FOR ONE AND TWO OSEE A5.13 HOUR RATED WALLS, 3 SEE A 5.32 C� 20 I 19. SEE 1 /A8.11 FOR TYPICAL INTERIOR WOOD DOOR a o O m FRAME DETAIL(AND 20. SEE ELEVATIONS FORINGE ALL UNIITV N^TELOCATIONS. A3.01 4 ----- MECH DESIGNBUILD TO COORDINATE LOCATIONS OF N i0 _-_-__._ -_ II 11 z N VENTS AND SOFFITS W/LOCATIONS SHOWN ON __ O '• u F N 2 A3.01 PLANS AND ELEVATIONS. ALL STANDARD VENTS TO BE GREATER THAN 3'-0"FROM ALL OPERABLE 11 S 6 qq 13 ----H ------ 3 OPENINGS. ALL GARAGE EXHAUST VENTS SHALL BE 11 Q i L4 5 © ROOF BELOW GREATER THAN 10'-0"FROM ALL OPERABLE OPENINGS. 21. CRAWL SPACES SOIL SURFACES SHALL BE io O 1 Bl -T--T-i 4"!1 z COVERED WITH A SOIL-GAS RETARDER MEMBRANE (MIN.6 MIL POLYETHYLENE)AS RADON GAS MIT OF A COMPLETE MITIGATION SYSTEM. To 22. CRAWL SPACE VENTILATION SYSTEM IS BY OTHERS/ ;o b O j A4.13 20 / 1 t 1 1 1 �_ CORRIDOR z VENTILATIONi 1 DESIGN BUILD AND SHALL BE PERMITTED UNDER A ___ - b FEC 11 " _ DEFERRED SUBMITTAL. ( 23. SEE DETAIL 7/A8.12&8/A8 12 FOR GARAGE OPENER INFOR 11 I-- ❑ _ 22 I -- 0 24. SEE DENTAIL0A8 5 .12 FOR NONRATED WALL n A3 �I INTERSECTION WITH 1 HR FLOOR/CEILING ABOVE. 220 UP 2 1 I 3 I -- - N N \ I -_ _- - - N N 7 , 11 - UNIT 2.1 I q UNIT 1.1 RIA RJL NER O 3 SEE A5.19 I STAIR _ I A5 01AS 01 SEE A5.10 - o ��/ hL A4.12 I -' PORTLAN ,,ORT 1 _ I I 1 1 t� ©[ 4r 7 r _ B2 _ 0 B2 O O 1 I 111 O5 O I I 11 11 13 1 11 ( OOIOOO 1 m 77 N :- ( I i I I r r- M r 2„ 12 Plex Downhill N 3 2" ROOF BELOW 2'- 1/4" 12" Q 312" 10., 31 "I 2'- 1 312" 312 10" Second Floor 0".3'-0"1.3'-0"1. 4'-2" -0" 6' -6' -6' -o" 0" 0" -01. 6' -6' -6' N V-0" 19'-0" 1'-2" 9'-9" IL- " 10'-512" 5 5 10'-4" 11 9-9" 1 1 _2„ Plan m 0 41-4" 9'- 11" 29'-6" 6 n3.o1 I I �B D a # Date Description o Revisions Ili FEBRUARY 15,2017 U ---- Date U y BB, KB, SM M Designed By m V t ZD d) Drawn By a� BB, KJ Checked By - m 17857 9 Project Number A2002v v m y e SECOND FLOOR PLAN Sheet Nt2016 _ ui Copyright 2016 0 ILL �" 02 SCALE: 1/8"= V-0" I/this drawing is less than 24"x 36', it has m been reduced Scale a rdingly N Of 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. 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. Phone 503.287.6825 6. SEE STAIR SHEETS FOR STAIR DIMENSIONS AND 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 FLOORSh>°Z [' �t�> 8. MAINTAIN/ EWALL ANDILING EFLOOR/CEILING ASSEMBLY RATING AT ALL TUB/SHOWERS. 9. SEE SHEET Al.11 FOR ROOM FINISH SCHEDULE AND River P a Fa FOR DOOR AND WINDOW TYPES AND SCHEDULES. `I • "r Terrace East O �� tsel 10. SEE DETAILS 13/A8 11 AND 14/A8 11 FOR WALL -ti-- 11. INTERSECTION DETAILS AT & WALLS. SIDEWALKS AND PATIOS SHALLALL SLOPE AS SHOWN C1 ON PLANS. WARP CONCRETE AT WALLS AND A 2 Aa.01 C AWACOLUMNS OM AND AROUN W THOUT EXCEEDING ATE SW Roy Rogers Rd. 3O �rz, �SCr 5 Aa o1 . 2 SEE1.5%MAXIMUM SLOPE. Tigard, OR 97223 12. SEE 19/A8.11FOR FIRE EXTINGUISHER CABINET g A3.01 A4.12 A4.12 � DETAIL. COORDINATE LOCATION WITH FIRE7• MARSHALL AND PROVIDE UL-RATED TYPE ABC FIRE 3 � EXTINGUISHER WITH 10 POUND NOMINAL CAPACITY 1. 82'-9" AND AMMONIUM PHOSPHATE-BASED DRY CHEMICAL IN MANUFACTURER'S STANDARD ENAMELED 50'-3 3/4" 32'-5 1/4" CONTAINER �w ^ 2'-11 12" 11'-31/2" 14'-8" 21'-4 3/4" 10'-9 114" 7'-8" 10'- 11 3/4" 3'-0 1/ " 13. FOR MECHANICAL SYSTEMS&EQUIPMENT SEE 7. 2- MECHANICAL DESIGNBUILDING DRAWINGS. -0" '-0" '-0" 6",?'-6' '-6" '-2" '-0" '-0" 3'-0° 5'-5" '-0" '-0" 0" '-0"J-0 14. FOR ELECTRICAL LIGHTING &EQUIPMENT SEE ELECT ICAL DRAWIN S. 31/2 114.131/2" 312' 31/2" 2 -2" 2 -4" 31 2 -211/4" FORFIRESPRI SPRINKLERS EE FI ESPRIN LE 15. FOR FIRE SPRINKLERS SEE FIRE SPRINKLER 3/4" 3 2" 3'- 11 iz DESIGN/BUILDING DRAWINGS AS APPROVED BY ROOF FIRE MARSHAL. BELOW 16. OPERABLE PARTS OF LIGHTING, ENVIRONMENTAL, SECURITY CONTROLS AND ELECTRICAL RECEPTACLES SHALL BE MOUNTED BETWEEN 17. iv m 11 3 Oh I I 11 I II I �k` 0 11 O I 11 I II I m AND 48"ABOVE FINISHED FLOOR AND ELECTRICAL KJ 'o PANELS TO BE LOCATED WITHIN REACH RANGE OF West Hills 11 I 1O 1O v O 11 O O it 48"ABOVE FINISHED FLOOR TO HIGHEST CONTROL AT GROUND FLOOR UNITS. 1O O O7 O1 11 B 11 17. FOR FLOOR ELEVATIONS SEE SITE DEVELOPMENT Development /� DRAWING PACKAGE. 18. SEE DETAILS 9/A8.11 AND 10/A8.11 FOR 735 SW 158th Ave.,� INFORMATION REGARDING JUNCTION BOX N 11 B2 PLACEMENT AND DETAIL 11 /A8.11 , 12/A8.11 FOR Beaverton, OR 97006 PLUMBING PENETRATIONS FOR ONE AND TWO 1 ` UNIT 3.2 UNE ne. HOUR RATED WALLS- � M M 19. SEE 1 /A8.l l FOR TYPICAL INTERIOR WOOD DOOR io O SEE A5.32 20 FRAME DETAIL(AND HINGE JAMB DIMENSION). 20. SEE ELEVATIONS FOR ALL UNIT VENT LOCATIONS. A3.01 4 _ - --- - >( MECH DESIGN/BUILD TO COORDINATE LOCATIONS OF VENTS AND SOFFITS W/LOCATIONS SHOWN ON 2 A3.01 PLANS AND ELEVATIONS- ALL STANDARD VENTS TO -- C A4 13 ____ ------ i 1 t `� BE GREATER THAN -0" FROM ALL OPERABLE I-LCj l 3'OPENINGS. ALL GARAGE EXHAUST VENTS SHALL BE N 0 - �4 5 © GREATER THAN 10'-0"FROM ALL OPERABLE 11 -- i <; % ; OPENINGS. o O O a ?> O - _-_ 21. CRAWL SPACES SOIL SURFACES SHALL BE `° 1 B B7 _ __T_i COVERED WITH ASOIL-GAS RETARDER MEMBRANE _ �• _ _ _ (MIN 6 MIL POLYETHYLENE)AS PART OF A COMPLETE RADON GAS MITIGATION SYSTEM. �n - O A4.13in 22. CRAWL SPACE VENTILATION SYSTEM IS BY OTHERS/ 20 1 1 1 CORRIDOR 1 21 1 1 0 DESIGN BUILD AND SHALL BE PERMITTED UNDER A FEC -- - - 1-� -- - ' _ DEFERRED SUBMITTAL. 23. SEE DETAIL 7/A8.12&8/A8.12 FOR GARAGE OPENER INFORMATION 24. SEE DETAIL 51A8.12 FOR NONRATED WALL a3 STAIR 22 i O ' S INTERSECTION WITH 1 HR FLOOR/CEILING ABOVE. O �'\ D I DN ----- O v L N 11 \ (p i N N 372 5 UNIT 2.1 1 1 5 UNIT 1.1 88RZFR R.FL ER 3 SEE A5.19 EE A5.10 • 1i 4 � T • 5 A4.12 - A5.01 4 O o PTLAND,OR AIROPEN A4.124 B2 �+ _ - 11 11 O5 OS i 11 io a ko O O 11 2 2 H 11 1 1 iv 11 12 Plex Downhill M 3112" 2'- 10 1/4"- 3 12" 3 1/2" 31/2"--,, 3 12" Third Floor Plan a '-0" '-0' '-0" 4'-2" '-0" 0" '-0" 2'- 1" '06.-O.. 2'-0" '-0" '-0" .4'-73/4',T-I "&-01 19'-0" 17_51. 10'-5 112" 12" 51/2" 10.-4" 13'-612" 5'-2" 9'- 11" 29'-6" 43'-4" 8 .. a 82'-9" A3.01 B D N # Date Description o Revisions v FEBRUARY 15, 2017 kn Date U y BB, KB, SM LU Designed By ZDv U t Drawn By BB, KJ Checked By -- -- m 17857 O p Project Number A2n03 N N 1 THIRD FLOOR PLAN Sheet Number 6 Copyright 2016 ii /.x.03 SCALE, 1/8"= V-0" If this dewing is less than 24"x 36". it has j N been reduced. Scale accordingly. d