Loading...
Plans (103) PLM2018 -00199 FLOOR PLAN NOTES 5 Keyno�fs 1. ALL DIMENSIONS AND GRIDS ARE TO FACE OF STUD AND EDGE OF ROUGH OPENING UNLESS OTHERWISE NOTED. L , I AA ` //•�y1 L 5 2. FOR ARCHITECTURAL ABBREVIATIONS&SYMBOL� G►l�ll �(A4�7J �`^ttA , LEGEND SEE SHEETA0.01. 3. FOR CONSTRUCTION ASSEMBLY DESCRIPTIONS SEE SHEET A1.01 41 2 See. R; I 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 3 5e L RiserZ DIMENSIONS, TYPICAL NOTES, AND WALL 808 SW 3rd Ave, Suite 300 ASSEMBLIES. Portland, OR 97204 3 6. SEE STAIR SHEETS FOR STAIR DIMENSIONS AND Phone 503.287.6825 OTHER STAIR INFORMATION. n�� � � 7 UNLESS OTHERWISE NOTED ALL MECHANICAL Fax 503.415.2304 V 5�L IZlS2r f_VA DUCTS LI FIRST AND SECONDR 1-HR!CE!LlNG (3 ASSEMBLIES SHALL RUN UNDER 7-HR FLOORIC} �^�� L 1 � �'J W 1 ��� �O ) MAINTAIN WAG ASSEMBLY. J �1"" "" 7 8 MAINTAIN WALL AND FLOOR/CEILING ASSEMBLY pr dry' Q (JrQG�O✓\ plU_V+bl� 5rci Q I1 y (fie . RATING AT ALL WIND OWERS. RIVGI Terrace aCG East lVJ ) (( 9- SEE SHEET A1.11 FOR ROOM FINISH SCHEDULE AND FOR DOOR AND WINDOW TYPES AND SCHEDULES. 10 SEE DETAILS 13/A8.11 AND 141 A8.11 FOR WALL �-k�- }� INTERSECTION DETAILS AT 1-HR&2-HR WALLS T A3.01 11, SIDEWALKS AND PATIOS SHALL SLOPE AS SHOWN ,, /� ON PLANS, WARP CONCRETE AT WALLS AND COLUTO MIG 8 JCR, RISe /7 ZA 1 zi AW YANS FROM AND AROUNDW THOUTAS SHOWN TO FORCETER EXC EDING�TE < 1.5% MAXIMUM SLOPE SW Roy Rogers Rd. 12. SEE 19/A8 11 FOR FIRE EXTINGUISHER CABINET Tigard, OR 97223 DETAIL COORDINATE LOCATION WITH FIRE 9 MARSHALL AND PROVIDE UL-RATED TYPE ABC FIRE EXTINGUISHER WITH 10 POUND NOMINAL CAPACITY AND AMMONIUM PHOSPHATE-BASED DRY CHEMICAL IN MANUFACTURER'S STANDARD ENAMELED CONTAINER 13, FOR MECHANICAL SYSTEMS&EQUIPMENT SEE MECHANICAL DESIGN/BUILDING DRAWINGS. 14. FOR ELECTRICAL LIGHTING& EQUIPMENT SEE I RDESIGNUILDING DRAWINGS. FOR 15. FOR FIREE SPSPBRINKLERS SEE FIRE SPRINKLER 4 DESIGNBUILDING DRAWINGS AS APPROVED BY FIRE MARSHAL A4.01 16. OPERABLE PARTS OF LIGHTING, ENVIRONMENTAL, SECURITY CONTROLS AND ELECTRICAL 3 2 1 RECEPTACLES SHALL BE MOUNTED BETWEEN 17 1 A4 01 A8.06 .44.02 3 1 3 AND 48"ABOVE FINISHED FLOOR AND ELECTRICAL "N WITHIN RNGE OF A8 06 A4A I A4.12 A8.06 48ABOVE FINISHED FLOORTO HIGHESTCONTROL 1nI - - - - - - -- --- - - - - - - - - - - O AT GROUND FLOOR UNITS. West eSt HITIS " - - - 17 FOR FLOOR ELEVATIONS SEE SITE DEVELOPMENT DRAWING PACKAGE. Development 7 18. SEE DETAILS 9/A8.11 AND 10/A811 FOR 7 Z ION BOX INFORMATION REGARDING JUNCTION 735 S158th Ave., I) W I - -- TOP OF SLOPE PLACEMENT AND DETAIL 1 t !A8.11 , 12/A8.11 FOR Beaverton, OR 97006 PLUMBING PENETRATIONS FOR ONE AND TWO u u u r m v HOUR RATED WALLS. _ a < J a let it 13 N 19. SEE 11 A8.11 FOR TYPICAL INTERIOR WOOD DOOR J J J J CRAWL SPACE EXHAUST J J EXHAUST J O i Q ¢ a If1 FAN m WOOD FRAME a Ja FAN Q a CRAWL SPACE j FRAME DETAIL(AND HINGE JAMB DIMENSION) - a - -[ �J a SHEAR WALLS 3 3 �] 3 Q 3 j 20. SEE ELEVATIONS FOR ALL UNIT VENT LOCATIONS. �Il/ INSULATED � � a SEE STRUCT. X X a Z a MECH DESIGNBUILD TO COORDINATE LOCATIONS OF w �? w ACCESS ug ¢ 4 w INSULATED W> 'S VENTS AND SOFFITS W!LOCATIONS SHOWN ON = r = - CONCRETE PONY z Ir bWGS•TYP = i ACCESS w w'- w N PANEL 7 a Q PLANS AND ELEVATIONS. ALL STANDARD VENTS TO 13 N len 24"X 30" g rn WALL Wl FRAMED J w N 26 PANEL U I O w U) i BOTTOM OF SLOPE BE OPENINGS ALL GARAGE EO ALL OPERABLE SHALL BE WALL ABOVE, TYP ¢ rx 1'- 11' 24"X 30" V/ rj mr I FROM ALL OPERABLE 10'-7112" 12'- 10117' --.- 11'-6112" 13'-31/2" 13'- 3" 15'- 1" 71' -2" 10'-7" f 1V-7" 15'-3" - - - - - - - - - - -- - --- --- --- - -. - ._. -- - - -- - STORAGE-- - - - / 21. WL SPACES SOIL SURFACES SHALL BE GR 1O OPE = RETAINING WALL i STORAGE STORAGE STORAGE STORAGE STORAGE STORAGE STORAGE STORAGE / 13 CRAWL SEE CIVIL - � n WRAGE l9 STO 2fi COVERED WITH A SOIL-GAS RETARDER MEMBRANE Z - �; (MIN.6 MIL POLYETHYLENE)AS PART OF A COMPLETE A3 AS 4B /O ASI ® 48AS tz 24 AS 48 U AS ® 4B A�® 4B U A5 4B U ASI B O A � RADON GAS MITIGATION SYSTEM CORRIDOR _ OUT U U U X. Ute" c cat _ CORRIDOR 22 CRAWL SPACE VENTILATION SYSTEM IS BY OTHERS/ WALL ^ �� �� I N WAIL DESIGN BUILD AND SHALL BE PERMITTED UNDER A u 5' 0" i 4' 7" u 5'-6" u 5'-6" sr m 5' -6" m 3 - 10" x 3' 6" I u 4'-0" ff a 6' - ^ �'t- I- �' -- - M- t- --d`- - -..... t- -.- -A` 1- or I -- i- t- --a`..- -- __ -_ _ b 'o DEFERRED SUBMITTAL. n_ n o_ to a 11 a , a 1 1 4 tl II in Al COORRIDO 1 1� _� 22 I. N - 23. SEE DETAIL 7/A8.12& 8/A8.12 FOR GARAGE OPENER - Ne to tO \ INFORMATION CORRIDOR -- v V �/ -Y- - \ CORRIDORO WALL _ - - _ I _ -_ - __--_ - - -- WALL--- 24. SEE DETAIL 5/A8 12 FOR NONRATED WALL 11 DSO > t'_. "- __ i_ `J 1_ INTERSECTION WITH 1 HR FLOOR/CEILING ABOVE. -- - -- -- 3 O s O O ��_ � vG �! 1 3 s U i t1 RECEIVED A ID W \ e'>u 2 6 2016 C _ 6 m A3.o2 2 ( � 2 A301 CITY OFTIGARD L'/ 11 I N I t .� I zz UNIT 2.3 - B i O ` e N BUILDING OMSION 3720 N t N N _ _ l� 20 `I - 1 zo 4 I I ;,k tt I O tO leo N fBRLIJIL fLEEI1FR = 5 n A4.11 O ( I I I ` t0 • • 2 UNIT 2.2 -B UNIT 1.3 - B L/ UNIT 1.4 - B 5 I I u I Q nD A4 11 ( - POMW�' 5 ( I t 11 �-- I O � O m I L y ,� STAIR --- - - - - a - 11 t DS 3 3 3 DS + 3 3 O3 DS e �J - 3 3 03 I I - - t 3 0 3DS a I �I 11 N � 11 I �� � I N i 11 I IDS N II �I 1� 1 � � 11 � i I N tD N i 22 Plex q 't CITY OF TIGARD NDS Approved............................... [ Basement Floor I I I I 11 Conditionally Approved..............[ See Letter to:Follow.................. [ , Plan o (33LI �X� Un;i'S) Number:Permit . IL By: -Date: �1 r- 11rr 7- 3 rz-� t - I I 1' 3•-\ V-2- 112" k4l 1�lir S\ 1&(10. 010 LCL St. 112" -2" 1r2" ! 1/2• 3� OFFICE COPY 7-7 314' 7/2" 3 1 1/2" 7- 3/4 3 1 3 rl• \ I 3 1 3 1 -0" -0" -21 0" 8 0" 0" i 5'-1 1/2 6 6 0" 0" i 9 1/ - 6 8 0" 0" I 0" 0" I 0" '-0 6 0" 0" 1T-91/z" 73•-71/2" 10'-8" 18-8112" 10•-6112" 18'-71!2" 10•-9" 5 11'-51/2" 13'-3" 9•- 11!2" 44'-3" 29•-3" 29-4 l/2" 10'-0" 34•-3 l/2" I I I I 1 j # Date Descnption Revisions A3.02 w N February 15,2017 Date ZC W ZE ZG ZH BB. KB, SM B Desigre,W ey -- d I WY,ZD, DG PROVIDE KNOX COMPANY Drawn By RAPD ENTRY SYSTEM(S) PER IEACH BUILDINGS AS BB KJ APPROVED BY TUALATIN Ei VALLEY FIRE AND RESCUE Checked By E �- O 17857 m Project Number c N A2800 (j 1 Sheet Number BASEMENT FLOOR PLAN Copynght2016© 'L A2.00 SCALE. 1/8"= 1'-0" t/this drawing is less than 24'x 36,it has been reduced Scale accorksrgryof . m FLOOR PLAN NOTES • , 1. ALL DIMENSIONS AND GRIDS ARE TO FACE OF STUD `nVA"►, AND EDGE OF ROUGH OPENING UNLESS OTHERWISE V NOTED.. See an 2 FOR ARCHITECTURAL ABBREVIATIONS&SYMBOL LEGEND SEE SHEET A0.01. 3. FOR CONSTRUCTION ASSEMBLY DESCRIPTIONS SEE 2 5 � SHEET A1.01. 4. SEE BUILDING PLANS FOR TYPE A OR B ICC/ANSI ACCESSIBLE DWELLING UNITS. Otak Architects, Inc �7 & SEE UNIT PLANS FOR TYPICAL UNIT FLOOR DIMENSIONS,TYPICAL NOTES,AND WALL 808 SW 3rd Ave. Suite 300 ASSEMBLIES. Portland, OR 97204 O �;SCr 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 DUCTS FIR ST AND SECOND LOORICEILING ASSEMBLIES SHALL RUN UNDER 1-HR E 3 S. MAINTAINWALL E AND OORICEILING ASSEMBLY T'ING AT Zw y� S A401 1 1 4 9. SEE SHEET AIL WIND OTYPESAFINISH DSCHESCHEDULE SCHEDULES. River Terrace East �-� � 7 A4 02 �� A4.12 Aa.01 FOR DOOR AND WINDOW TYPES AND SCHEDULES. li u 4 rzrRBl' `D '\ Z '' 3 �� 70 INTERSECTION DETAILS ATDI-HR &4 1 82-HR WALLSu OSe� US er �} CP Aa 11 Y I P3 01 \ / A4 It 11. SIDEWALKS AND PATIOS SHALL SLOPE AS SHOWN � »TT a COLAGWAY FROM MNS AS SHOWN U FORCE WATER TO MIGRATE AND AROUND WITHOUT EXCEEDING 150'- 11" 1 5E M -�-- --- _ - - - - - -- - - - - -- - -- - - - - -- -- _.. _ AXIMUM SLOPE. W RoyRogers Rd. 37' - I1" 10'-0" 47-11/2" 57'- 11/2" 12. SE 19/A8.1IFOR FIRE EXTINGUISHER CABINET Tigard, OR 97223 - - - - ,4_- - - DETAIL. COORDINATE LOCATION WITH FIRE g �? U 17-9" 24'-8 1/2" 5 5 IQ'-91/2" 20'-3" IV-71 10 b' 12•-2" 10 -11" 23'-6 1/2" MARSHALL AND PROVIDE UL-RATED TYPE ABC FIRE -- - EXTINGUISHER WITH 10 POUND NOMINAL CAPACITY -8 3/ " 8•-0" ir 9" it cr f-31/2" 8' -0'• 0" '-0" 6'-0" IT-10" W-0" , -7' 8' - 0" Ir 0" a'-o" 81-0.. .3!-4- . 8'-0- AND AMMONIUM PHOSPHATE-BASED DRY CHEMICAL 10 1•_ I i/ 3112" 1'- 11" 1'-3 314" I IN MANUFACTURER'S STANDARD ENAMELED I I 7-2" 1'-8 12" 7- 1 12" CONTAINER `I Sex, �.t5� �O I 13. FOR MECHANICAL SYSTEMS&EQUIPMENT SEE MECHANICAL DESIGNBUILDING DRAWINGS. 14 FOR ELECTRICAL LIGHTING&EQUIPMENT SEE I ELECTRICAL DESIGN/BUILDING DRAWINGS. 15 FOR FIRE i17, 5 ee- R�7cr t ' I I I ESIGNBUILDING DRAW NGS AS APPROVED BY FIRE MARSHAL. 2 I 16. OPERABLE PARTS OF LIGHTING, ENVIRONMENTAL, ASA SECURITY CONTROLS AND ELECTRICAL RECEPTACLES SHALL BE MOUNTED BETWEEN 17. 2 AND 48"ABOVE FINISHED FLOOR AND ELECTRICAL ` N ` 5 N I PANELS TO BE LOCATED WITHIN REACH RANGE OF 48"ABOVE FINISHED FLOOR TO HIGHEST CONTROL _ ; I Ds t0 2 ,o a � - ,e AB 04 ,0 _ N _ „ West Hills _ _ _ I AT GROUND FLOOR UNITS. - - AIR AR DS- - iv 11 A r ° A8 AS A8 S \ / 17. FOR FLOOR ELEVATIONS SEE SITE DEVELOPMENT ►y� 11 10 �/ DRAWING PACKAGE. Development lent c DS AS \ Up I ' 1 AB 10 kO 18. SEE DETAILS 9/A8.11 AND 10/A8.11 FOR A. O \ / I \ / I I I I \ / I AB I \ / I A6 \ / I I \ / I INFORMATION REGARDING JUNCTION BOX1 /10 735 SW 158th Ave., iv X X I 1 I X / I X h X t° I PLUMBING NG PENPLACEMENT OETRATIONS FDETAIL 11 /AB OR ONE AND TWO OR I691NESI fi / \ I \ X I / \ I " \ L \ I I / \ I 8eavelton, OR 97006 I I HOUR RATED WALLS. 5 X I _ -. I I"W -_ - �) x I / I� -. __ �1 X _ �_j LI __ tO 19. SEE t /A8.11 FOR TYPICAL INTERIOR WOOD DOOR / IoI STAIR 1 I'� o / f J 5FRAME DETAIL(AND HINGE JAMB DIMENSION). r Lf� _ o o _ `.� 0T 9 N 11920. SEE ELEVATIONS FOR ALL UNIT VENT LOCATIONS. 5 -■: X X I U, I Q 24 lY - - " _ MECH DESIGNBUILD TO COORDINATE LOCATIONS OF w w w w 248 w w Z1A 1 2. A6 I w w Q DSN a s a s a s y 23A 21 F" a s 4 2a8 kr '-48 a 4 4 a 2aB w w I n VENTS AND SOFFITS W/LOCATIONS SHOWN ON " p r>, n : I O' 1I I O a s a s a a s O n `� PLANS AND ELEVATIONS ALL STANDARD VENTS TO 5 1'-0 J J� 1 J� I w to in I W -7 rn w w O• O = w w O J ro I ,1 11 BE GREATER THAN Y-0"FROM ALL OPERABLE �* I I_Y as _1 � � as I Cq 11 , TORA �, I m 6-0" 5-0" OJ So N ; 0.o cn 17 m 1 , 4 I _ _ I OPENINGS. ALL GARAGE EXHAUST VENTS SHALL BE CLR (ACCESSIBLE) �' e' 0Nf/ /2 Wa OPENINGS.GREATER THAN 10'-0"FROM ALL OPERABLE Ds __I GARAGE 1 GARAGE 2 GARAGE I _ _ �' I GARAGE 5 GARAGE 6 7 GARAGE 8 GARAGE 9 GARAGE 10 A7 21. CRAWL SPACES SOIL SURFACES SHALL BE 10 1` z3 ,A I ACG4 GARAGE 4 (p !/ m '`r X�- Vni S� n I Q n 1� COVERED WITH A SOIL-GAS RETARDER MEMBRANE 11 © � �/ i 5 1 I !A-41 ® O pail O LGARAGE � Cj --- 20' 7" ® o RADONMIL POLYETHYLENE)AS GAS MITIGATION SYSTEM.RT OF A COMPLETE ILI CORRIDOR _ Z - - - - - - - J - CORRIDOR WALL 2 21 I- 1 - Z pUc - - - 22. CRAM.SPACE VENTILATION SYSTEM IS BY OTHERS/ o a 2t a a~, ll Z a RRIDOR U _ ~ 1 �'' WALL DESIGN BUILD AND SHALL BE PERMITTED UNDER A -- Ilk k1 '- - ---- ll F � l I � 1 11 � o - i a d 22 7_ L a 21A f t, of o " DEFERRED SUBMITTAL. �.__ _ _c}__ __ 3 � n 23. SEE DETAIL 7/A8.12&6/A8.12 FOR GARAGE OPENER v __ CORRIDO CORRIDOR �l �, co INFORMATION WALL pS 11 WALL 24. DETAIL 5/A8.12 FOR NONRATED WALL _ro 3 SEE D � � INTERSECTION WITH 1 HR FLOOR/CEILING ABOVE. +` i ' -_1-- Bt ' �1 �. ' ____ - B1 Go �i 0 J5 U w �I I 3 I ❑ -- ❑ DN 5 lO UP q totij O ❑ '' -- oDS 0 2 A3.ot A3.o2 2 9 II N I O N s N ❑❑ ?_ rMU 2D N m 11 q It 20 1 20 I I O fO ko N m FLEENER ` 5 14 115Fm 2 UNIT 2.2 - A UNIT 1.3 - B © UNIT 1.4 - B O I I UNIT 2.3 - B I 3 tO • • A411 I ••-- PORTLAND,DR -• - , I '' DS - OF 0 a 83 ° 10 U I STAIR 2 I I N fir" DE ��,,��.- 11 ,1 3 3 O DS iv N DS 11 3 O3 O3 DS N iv ❑ L'J O O DE N iv OS /,1 f 11 O O O DS N CNI A5.0 22 Plex First N Floor Plan t' RD BE OW m ko ( 7- 1 12" .a. 2 7 73/4" 31/2 1 ,/2" 31 Is.,31/2' 12"- 31/2" t2" 312" 2" 12' 1 31/2 0" '-0• '-21 o" 6 6 - 0" '-0" 8 6 -0" '-0" 9114" 6 6 0ja3 -0' 0 0 0" '-0" 8'-1" 3'-3" B'-0" 17*-912" 1'- 2" 9' -8" 11 10'-8" 4'-4" 9 -8` 4'-812" 10 -812" T-3314" 9'-712•• 10 -9" L 5 ill-5Ir2" 13'-3" 9 -112" -41 291-3" 29'-4 1/7' 1'-81/4` 10'-0" a's. w ~n 2 04.27.17 Plan Check Responses i 1 * Date Description J UAdZE ZG ZH Revisions February 15, 2017 U Date m W K M a) -- m Designed By F -- WY,ZD, DG PROVIDE KNOX COMP ANDrawn B >- RAPID ENTRY SYSTEM(S)of y 6 PER EACH BULIDING AS BB KJ c APPROVED BY TUALATIN - E - VALLEY FIRE AND RESCUE I Checked By E 0 17857 0 T Project Number c T 3 N A2001 Sheet Numr 1 FIRST FLOOR PLAN Copynght2o 6O u. A2.01 SCALE 1/8" = 1'-0" /f this drawing is less than 24'x 36'. rt has been reduced Scale accordingly N of FLOOR PLAN NOTES t l JO� �e` 1. ALL DIMENSIONS AND GRIDS ARE TO FACE OF STUD A V AND EDGE OF ROUGH OPENING UNLESS OTHERWISE NOTED. 2 �� RISef 2. FOR ARCHITECTURAL ABBREVIATIONS 8 SYMBOL LEGEND SEE SHEET A0.01. 3. FOR CONSTRUCTION ASSEMBLY DESCRIPTIONS SEE SHEET A1.01. Otak Architects Inc 4- SEEBUILDING E BUILDING PIANS FOR TYPE A OR BICC/ANSI + �pQ ACCESSIBLE DWELLING UNITS. 3rd Ave, 5. SEE UNIT PLANS FOR TYPICAL UNIT FLOOR 808 SW ortland OR Suite97204 DIMENSIONS, TYPICAL NOTES,AND WALL 25 y `_ ^ -4 3 SEEASSSTALIEs. Ph Fax 503.41one 85.2304 .J� ��r 6. SEE STAIR SHEETS FOR STAIR DIMENSIONS AND OTHER STAIR INFORMATION. 7 UNLESS OTHERWISE NOTED ALL MECHANICAL DUCTS AT FIRST AND SECOND FLOOR/CEILING ASSEMBLIES SHALL RUN UNDER 1-HR FLOOASSEMBLY Ri3� S 3 1 3 1 4 8 MAINTAIN WALL AND FLOOR/CEILING ASSEMBLY RATING AT ALL TUB/SHOWERS. RT [ Aa Ot Aa 02 A4 t 1 <(A412 A4 01 9. SEE SHEET Al 11 FOR ROOM FINISH SCHEDULE AND River Terrace East l �j FOR DOOR AND WINDOW TYPES AND SCHEDULES. 7 Ste- Rn 140 \ !�1 / ZB ( ZD 1 ZF I L J I 10. SEE DETAILS 13/A8 AND HR& 11 FOR WALL INTERSECTION DETAILS AT 1--HR 8 2-HR WALLS. a �>5� c a Cr _i 11. SIDEWALKS AND PATIOS SHALL SLOPE A SHOWN R ON PLANS WARP CONCRETE AT WALLS AND ut~ x ul 1 �Q < COLUMNS AS SHOWN TO FORCE WATER TO MIGRATE SW Roy Rogers Rd. w n a < AWAY FROM AND AROUND WITHOUT EXCEEDING Y 9 Q Q 147'-2" 1.5%MAXIMUM SLOPE. Tigard, OR 97223 Rjd5 $ �, 1_ _ __ L-- -___ __ _ -__ _ _-__- 12. SEE 19/A8.11FOR FIRE EXTINGUISHER CABIN ET TH FIRE 3T-11` 10 -0" 47- 1112" - ST-112" -.-_- -- MARSHALDETAIL L NDI ROV DNATE OE UL-RAATIONTED TY E ABC FIRE 12'-9" 13'-3" 11' - 51/2" 5 5 10'- 10" T-6" 1'- 8'-7112 -T' Ur-7112` 1 " 10' -5112" 17-11@" 10'-tttf2" 1'-11 4" 8'-7112" 1'- 4" 11'- 8" EXTINGUISHER WITH IO POUND NOMINAL CAPACITY J - _ _ y -- - - - J'-- - AND AMMONIUM PHOSPHATE BASED DRY CHEMICAL ,3'-7" 6'-0" 8'-t" '-0" '-0" g-0" '-0" '-(r '-0" '-0" 0" '-0" X-0" '-0" -0" '-0.- (r 9-0" (r 0" '-0" 0" ' -0" IN MANUFACTURER'S STANDARD ENAMELED 7- 1/2" 3112" I 12" 31/2" 7 4• 312" r 312" 1/2" 3 112" 3 1n" 11z" 312" I 13 FOR MECHANICAL SYSTEMS&EQUIPMENT SEE 7 8 1 -5 qr-51 I -2" '-6 -O 1 " I 7- 314" 2^� 61 I MECHANICAL DESIGNBUILDING DRAWINGS. R�S� . I I 14. FOR ELECTRICAL LIGHTING&EQUIPMENT SEE ELECTRICAL DESIGNBUILAING DRAWINGS. 15 FOR FIRE SPRINKLERS SEE FIRE SPRINKLER 3 ( DESIGNBUILDING DRAWINGS AS APPROVED BY FIRE MARSHAL, A5. 1 16, OPERABLE PARTS OF LIGHTING, ENVIRONMENTAL, „ 11 R BEL „ 11 SECURITY CONTROLS AND ELECTRICAL iv iv RECEPTACLES SHALL BE MOUNTED BETWEEN 17. AND 48"ABOVE FINISHED FLOOR AND ELECTRICAL N , PANELS TO BE LOCATED WITHIN REACH RANGE OF West Hills • 48"ABOVE FINISHED FLOOR TO HIGHEST CONTROL - - - 0 1 AT GROUND FLOOR UNITS. --- -+ STAIR 1 , O O B2 O O Development 11A o , 17. FOR FLOOR ELEVATIONS SEE SITE DEVELOPMENT -- B3 O h I O 1O 1 1 fO `O DRAWING PACKAGE. a 18 SEE DETAILS 9/A8.11 AND 10/A8.11 FOR 735 SW 158th Ave., INFORMATION REGARDING JUNCTION BOX Beaverton, OR 97006 PLACEMENT AND DETAIL 11 1 A&11 , 12/A&11 FOR - ! PLUMBING PENETRATIONS FOR ONE AND TWO 49 1 14 HOUR RATED WALLS. C 3 UNIT 2.4 I 27A I UNIT 2.5 UNIT 3.1 O 19. SEE 11A8.11 FOR TYPICAL INTERIOR WOOD DOOR n O I I FRAME DETAIL AND HINGE JAMB DIMENSION). 20 20. SEE ELEVATIONS FOR ALL UNIT VENT LOCATIONS. N it I 1 \ _____- \ ko MECH DESIGN/BUILD TO COORDINATE LOCATIONS OF q -_ 11 ;., `m VENTS AND SOFFITS W/LOCATIONS SHOWN ON ROOF BELOW N PLANS AND ELEVATIONS. ALL STANDARD VENTS TO BE GREATER THAN 3'-0"FROM ALL OPERABLE OPENINGS. ALL GARAGE EXHAUST VENTS SHALL BE GREATER THAN 10'-0"FROM ALL OPERABLE �l�' DN uup t 9 �� /_ O Ij n \ ❑ O rt 4"112* OPENINGS. �Y ql D Iz ► < 21. CRAWL SPACES SOIL SURFACES SHALL BE 1 B - 1 A B J (O © g -- ! 1 e COVERED WITH A SOIL-GAS RETARDER MEMBRANE (M 6 MIL POLYETHYLENE)AS PART OF A COMPLETE CORRIDOR _ _ _ _ _ -- - " CORRIDOR RADON GAS MITIGATION SYSTEM. WAC- _ - _ - _ -}' ® m. N WALL 22. CRAWL SPACE VENTILATION SYSTEM IS BY OTHERS/ rM 11 20 ® I q CORRIDOR 1 b � DESIGN BUILD AND SHALL BE PERMITTED UNDER A in _ 21A 21A [_ 21A 1 20 o � DEFERRED SUBMITTAL. CORRIDOR v - _ O CORRIDOR O 23. SEE DETAIL 7/A8.12 8 8/A8.12 FOR GARAGE OPENER WALL •v o i___ __ _ 01 ' ;' `1--1- 81 1 INFORMATION B1 1 v-. JA Is - - 3 - - - o - __ WALL 24. SEE DETAIL 5JA8.12 FOR NONRATED WALL /lJ - - -- 'r l 11 - -.J 20 7 O i y� INTERSECTION WITH I HR FLOOR/CEILING ABOVE. I I 3 ; ,. -F a I, 3 q p O O I uP I 5 ❑ --- ---* C M © I O a I ..�Ir, II o 11 � 2 A301 I A3.02 2 I I O �/ N m I � ir� I _- � � � e N 3720 \ u I I I UNIT 2.3 �, N N fO ---� I I I I �3 Co N CC BflIAN R.fLEEHEA 5 Co 0 Aa 11 UNIT 2.2 20 UNIT 1.3 20 UNIT 1.4 i i I O co • ;OF TLAND,OR • -, 'v�A��9( -----CIA I 22 I -1 I 4 v6 U 0 1 STAIR 2 I O B3 I e 2 A&01 B2 +-, --- 11 82 1 1, 3 3 3 I o N N o O O O 11 N C O O O O iv O O ' IO O OI o iv N N QD i i 4 11 , 214 Plex SeCol Id N I I I I I A5.0 Floor Plan o I I I I I I I I I 2 31r I 114 912 12" 31 312 I 312" 3 12" 12" I 31 ,2- 12" 7 314" 31 2 -1. 7 -7 0" '-21 0" 6 0 0" I 9 _g _ Z- 11 0` 0" 0" 0" B 3 -3" i7'-91/7' V. 2" 9-8" 11 IV-8" 4'-4" 9'-8" 4'-81/2' 10 -6112 T-3314" 9 -71/7 t' 8 1 4` 10'-9" 512" IV-512" 13'-3" 9'-112" 3'-412" "-3" 2W- - - - _ - -3" 29'-4 12" 10'-0" 34'-312" I I I I I I I I 1 1 Cr r1j # Date Description x�a xIa Revisions - A4.11 I � w rn wlkn A3 02 I I� February 15, 2017 L) ZC ZE ZG ZI 1 Date N Lu BB,KB, SM u U Designed By m WY,ZD, DG Drawn By 'w BB, KJ d Checked By E z 0 17857 Project Number C m NI N A2002 SECOND FLOOR PLAN Sheet Number 1 Copyright 2076 LL A2.02 SCALE 1/8" _ ?' 0" M this drawing is less than 24',, 36-.,t has been reduced. Scale accordingly N X FLOOR PLAN NOTES . N0 V S W 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 '3 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 ASEE SSEMBLIES. Phone 503.287.6825 6 OTHER STAIR TAR IE INFORMATION.IR DIMENSIONS AND Fax 503.415.2304 7. UNLESS OTHERWISE NOTED ALL MECHANICAL �p p DUCTS AT FIRST AND SECOND FLOOR/CEILING 5 ASSEMBLIES SHALL RUN UNDER 1-HR FLOOR/CEILING ASSEMBLY. © �� �� 3 8. MAINTAIN WALL AND FLOOR/CEILING ASSEMBLY RATING AT ALL TUBISHOWERS. A4.01 9. SEE SHEET Al.11 FOR ROOM FINISH SCHEDULE AND River Terrace East FOR DOOR AND WINDOW TYPES AND SCHEDULES. �� ��5ef. 4 + 10 SEE DETAILS 13/A8.11 AND 14/A8 11 FOR WALL LJ/�1 ZB ZD A3 01 ZF 3 1 4 ZJ INTERSECTION DETAILS AT 1-HR&2-HR WALLS. A4.11 A rr > A4.11 A4.12 A4.01 11. SIDEWALKS AND PATIOS SHALL SLOPE SHOWN ON PLANS. WARP CONCRETE AT WALLS ND w m w 1 Q COLUMNS AS SHOWN O FORCE WATER TO MIGRATE a 3 AWAY FROM AND AROUND WITHOUT EXCEEDING SW Roy Rogers Rd. I 1.5% MAXIMUM SLOPE. OSQ Q 147'-2" 12. SEE 19!A8.11 FOR FIRE EXTINGUISHER CABINET Tigard, OR 97223 9 Jt �t Q - -- ---�- -- -- -+- - -- - ) -- ---- - ---- DETAIL. COORDINATE LOCAT!OKI WITH FIRE 3T- 11" 101--al 42'-1 1/2" 57'- 1 1/2" MARSHALL AND PROVIDE UL-RATED TYPE ABC FIRE OGS �;S�r -I 17-9 13'-3" 1,•-51/2" 10'-91/2" T-61/2" V-71/2" 10'-71/2" 10'-6" 17-2" t0'- 1," 8 -712" 11'-81/2" EXTINGUISHER WITH 10 POUND NOMINAL CAPACITY J0 cJ I -- AND AMMONIUM PHOSPHATE-BASED DRY CHEMICAL 5 1/2" 51/2"- 2-T' ,'-11 3/4" IN MANUFACTURER'S STANDARD ENAMELED _ CONTAINER II 1 S� 'O - 1 23/4" 13. FOR MECHANICAL SYSTEMS& EQUIPMENT SEE ._0. ._0. ._01, °.. ,_01. ,_0" '-0" '-0" '-0" 0" '-0" -0 ,/ '-0• ._0.. ,_0',X.0., 1.0. ._0., 0" 0. - --# MECHANICAL DESIGNIBUILDING DRAWINGS. 3 ,2" 3 12 3 1/2" _w 1/2" 3117, T 13 ,2•• 1 3 12" 13 i/2^ 12" J 31/2^ 14. FOR ELECTRICAL LIGHTING&EQUIPMENT SEE 7- 12" 2 _9"_ 2'_ 3/4" 2'-5 2'- 3/4" 1'- 7- ELECTRICAL DESIGNBUILDING DRAWINGS. I 1'- 7-2 7-6 12" 15. FOR FIRE SPRINKLERS SEE FIRE SPRINKLER 4 DESIGN/BUILDING DRAWINGS AS APPROVED BY A5. 1 FIRE MARSHAL. 16. OPERABLE PARTS OF LIGHTING, ENVIRONMENTAL, SECURITY CONTROLS AND ELECTRICAL 1 RECEPTACLES SHALL BE MOUNTED BETWEEN 17. i i I i 1 AND 48"ABOVE FINISHED FLOOR AND ELECTRICAL PANELS TO BE LOCATED WITHIN REACH RANGE OF "IBELOW,� 7 7 West Hills 48"ABOVE FINISHED FLOOR TO HIGHEST CONTROLAT GROUND FLOOR UNITS. O O , O1 O1 11 17. FOR FLOOR ELEVATIONS SEE SITE DEVELOPMENT Development io DRAWING PACKAGE. O7OPEN ' ' , 18. SEEDETAILS9/A8A1AND 10/A8.,1 FOR735 SW 158th Ave., INFORMATION REGARDING JUNCTION BOX1 O m PLACEMENT AND DETAIL 11 /A&11 , 12/A8.11 FOR Beaverton, OR 97006 PLUMBING PENETRATIONS FOR ONE AND TWO I I O HOUR RATED WALLS. ? O I I 1 20 5 19. SEE 1 /A8.11 FOR TYPICAL INTERIOR WOOD DOOR !O fV O UNIT 2.4 I I - UNIT 2.5 UNIT 3.1 . FRAME DETAIL(AND HINGE JAMB DIMENSION). - ? 3 I ' £' ? 20. SEE ELEVATIONS FOR ALL UNIT VENT LOCATIONS. \ e m MECH DESIGNBUILD TO COORDINATE LOCATIONS OF N I ID 3� -------- I I�J \ 11 ��" VENTS AND SOFFITS W/LOCATIONS SHOWN ON LIJ N! PLANS AND ELEVATIONS. ALL STANDARD VENTS TO G{ I I L BE GREATER THAN T-0"FROM ALL OPERABLE tf O �' i OPENINGS. ALL GARAGE EXHAUST VENTS SHALL BE ' ' ' GREATER THAN 10'-0"FROM ALL OPERABLE DN I _ �_._. O i OPENINGS. 21. CRAWL SPACES SOIL SURFACES SHALL BE COVERED WITH A SOIL-GAS RETARDER MEMBRANE I i_I N 1 J 1 / O