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Plans (10) BU P2017 - 00160 .. i ,l r*r:2 r.. C:exs.z5 r 1 DISCOVER COUNSELINQ 4 II tume#2684 ICBAAD • ��_- m _. W I — m ipz, tic4 WI III IR el %1 ict TIGARDOREGON 111 Msa laa Is P JIM Iso AHHHHr m m 411 I 111 AVNma in �,( A �e) r, u iii 0' 0 �Oi1� l�!T1111T ' ' B al II i arrin�1111 f�l� G� DISCOVER COUNSELING TENANT BUILDING CODE INFORMATION tini RI d Immo mem 1 _ DESIGN CODE 2014 OREGON STRUCTURAL SPECIALTY CODE (OSSC) L , �HOH!!HHlililHlHHHlHHHlHH!lHHHi = .!!' • INN !! �^ 7320 SW HUNZIKER RD, SUITE 201 :' OCCUPANCY: B 41. EtI71 TIGARD, OR 97223i I M o CONSTRUCTION TYPE: V-A (SPRINKLERED) —_ � � � L I II o 0 BUILDING AREA: II _-- - ° I ° in • 1ST FLOOR: 15,460 SF (NOT IN SCOPE) - I II 2ND FLOOR: 15,606 SF (SUITE 202 ONLY iN SCOPE) - `� `� o 3RD FLOOR: 16,115 SF (NOT IN SCOPE) r T — w a a TOTAL BUILDING AREA: 47,181 SF I u F. ? ? N 0m m PORTABLE FIRE EXTINGUISHERS (OSSC 906); I I - W w ROBINSON CONSTRUCTION CONTRACTOR PORTABLE ARE EXTINGUISHERS SHALL BE PROVIDED IN OCCUPANCIES AND LOCATIONS AS ° - a 1 N REQUIRED BY THE OREGON FIRE CODE AND THE FIRE MARSHALL NORTH ° N N M ........... a FIRST FLOOR EGRESS PLAN 21360 NW AMBERWOOD DR GROSS FLOOR AREA: 1,885 SF / 100 * 1/16"-1'-O" HILLSBORO, OR 97124 CONTACT: RYAN ROBINSON (S OCCUPANT LOAD (FOR REFERENCE ONLY) (SEE ALSO OCCUPANT LOAD TABLE ON THIS SHEEP) CCB #:63147 TELEPHONE: 503.645.8531 MEANS DF EGREss IUJJMINAnON (OC 1D°6): ILLUMINATION LEVEL (OSSC 1006.2): FAX: 503.645.5357 MINIMUM 1 FOOT-CANDLE AT THE WALKING SURFACE LEVEL ILLUMINATION EMERGENCY POWER (OSSC 1006.3): EMERGENCY POWER SHALL BE PROVIDED FOR A DURATION OF 90-MINUTES MINIMUM �� 11-111„,,, — AREAS REQUIRED TO BE ILLUMINATED BY EMERGENCY POWER - CORRIDORS AND EXIT PASSAGEWAYS c e - INTERIOR EXIT DISCHARGE ELEMENTS — ' I I_ Win - EXTERIOR LANDINGS !: ,,,,„ ..., , t } ; CIDA, INC. ARCHITECT sI EMERGENCY POWER PERFORMANCE (OSSC 1006.4): � ° I 4,„ x° `s i' ,x Q MINIMUM 1FOOT—CANDLE AT THE WALKING SURFACE LEVEL I ,- T _ _ _ L _ ��,;j ��__ ,..., ILLUMINATION EMERGENCY POWER (OSSC 1006.3):INATION: I T� ilk .4 ^�111 15895 SW 72ND AVE, SUITE 200 CONTACT: JEN HAWKINS INITIAL UMINOOT EMERE AVERAGE W/ 0.1 F00T-CANDLE MINIMUM AT ANY POINT AT FLOOR LEVEL • }PORTLAND, OREGON 97224 END OF EMERGENCY LIGHTING PERIOD: �+ � � 0.6 FOOT-CANDLE AVERAGE W/ 0.06 FOOT-CANDLE MINIMUM AT ANY POINT AT FLOOR : ARCHITECTURE (T): (503) 226- 1285 LEVEL -_ — (F): (503) 226-1670 D� SIGNS ( 1010: i. au alibi al=c-FIAENGINEERING SEE 1/i1.2 FOR LOCATIONS OF EXIT SIGNAGE —� 11=37H®® h I' 1:1011 -' IIIIIIII !1 EA: ( PLANNING ILLUMINATION (OSSC 1011.2): fl m �' r !fir m EXIT SIGNS ARE REQUIRED TO BE INTERNALLY OR EXTERNALLY ILLUMINATED [ ' Y �IIIIII g LANDSCAPE PROJECT DESCRIPTION la = _ �j 10"---"Will ��WWI 15895 SW 72ND AVE SUITE 2DD OSSC 1004 OCCUPANT LOAD TABLE Dar ACCESS TRAVEL DISTANCE (OSSC 1016)7 LL—_— • ° MEOWS _ n PORTLAN55000, D R E G O N 9 7262782 4 PATH OF EXIT TRAVEL 1016.1 TEL : 330.722E OREGO . 1 5 ill PROJECT CONSISTS OF TENANT IMPROVEMENT TO EXISTING SUiTE WITHIN HILLTOP BUSINESS ( ) '�!!!H!!H f!1lHHHlHHHHHHHHHlHHH!!a -_WWI I FAX : J . 2 2 6 . 1 0 SPRINKLERED BUILDING, B OCCUPANCY CENTER. SUITE IS ON THE SECOND FLOOR OF A THREE STORY BUILDING. NEW PARTITION MAX TRAVEL DISTANCE ALLOWED = 300'-0" I J Nam r`! e 3 �L f ;;r.. S• , I W W W . C I D A 1 N C . C 0 M ROOM # NAME OCCUPANCY TYPE LOADING FACTOR AREA LOAD WALLS TO CREATE A RECEPTION, WAKING ROOM, PRIVATE OFFICES, 1 CONFERENCE ROOM, `. --'c-s' `� }� ( ) ACTUAL TRAVEL DISTANCE = 179'-5" , .U-S * V iii AND A STORAGE ROOM. ALL UPDATES TO COMPLY %gm OSSC CHAPTER 11 ACCESSIBILITY ' y' �ts., ` , Y . 200 WAITING ASSEMBLY 15 256 17 r t 201 STORAGE STORAGE 300 23 0 AND ANSI REQUIREMENTS. 1,sr EGRESS ABLE 1021.2) ! � t «�� k � � �.r r� _ 202 CORRIDOR -- -- 104 -- --. ° T 2 EXITS REQUIRED " " a MI (119 203 OFFICE BUSINESS 100 128 1 2 EXITS PROVIDED i �<. • pow' r '�. ( DEFERRED SUBMITTALS ►-� 204 OFFICE BUSINESS 100 126 1 EGRESS WIDTH REQUIRED SABLE 1005.1) SUITE 202: ' � ' a , 205 SNACK BAR ACCESSORY 100 67 1 • MECHANICAL EGRESS WIDTH REQUIRED (40 x 2 = 8" ! + I ^ F 1 • ELECTRICAL ) AREA OF WORK `'- t � �A 3 .'.: " 206 CORRIDOR -- -- 99 -- EGRESS WIDTH PROVIDED = 36" MIN. PROVIDED r • PLUMBING4 r �' r m Jxl a ' 1‘-`1'14.0.V, Z 207 OFFICE BUSINESS 100 135 1 • SPRINKLERS (IF RELOCATION IS REQUIRED) fi)' �'• "" , 1� , „ ,r < 208 OFFICE BUSINESS 100 82 1 ACCESSIBILITY (QSSC CHAPTER 11 AND ASI CHAPTER 5); rp �i Wit. . _it � 4p w 209 OFFICE BUSINESS 100 168 2 SEE FLOOR PLANS FOR REQUIRED CLEARANCES AT DOORS, TOILET ROOMS AND FIXTURES I �� ' 1,-,;' a" — - ' -� •_____--- — —inel- Q' SEE INTERIOR ELEVATIONS FOR REQUIRED CLEARANCES AT CABINETS AND FIXTURES NORTH 210 OFFICE BUSINESS 100 116 1 SEE -DETAILS AND INTERIOR ELEVATIONS FOR MOUNTING HEIGHTS (1W N 211 CONFERENCE ASSEMBLY 15 177 12 LEGAL DESCRIPTION SEE 1/T1.2 FOR SIGNAGE LOCATION 8 SECOND FLOOR EGRESS PLAN 212 OFFICE BUSINESS 100 182 2 ALL SIGNAGE GRAPHICS, LOCATION AND MOUNTING TO COMPLY WITH OSSC CHAPTER 11 CMG!,TIGARD W W CS '/16"-''-0" (FOR REFERENCE ONLY) REVIEWED 213 RECEPTION BUSINESS 100 82 1 II'"' TAX ID NUMBER: 2S101DB00100 tALIL1EIaS SYSTCOM (TABLE 2902.1k TOTAL FOR OCCUPANT LOAD 1745 40 *ALL EXISTING COMMON PLUMBING FIXTURES TO REMAIN. NO CHANGE OF OCCUPANCY. AOTpptoVedi > Gil I �t �� O N I ��` on . pir OCCUPANCY. — --- Q I --.71" ,Y..'- 3 ;r N- Fr TR"T'§" „a, • " r Bt�1 /JL(-loz/ U1n• �;: 16y x , : ii ' ,wtf.k` I — � / /� 1� r t s `(r g �� p 3". 40 OCCUPANTS PER OSSC 1004 LOAD TABLE !i /Il1 � ,1 ��a! /�/ /�� y,,. ; i i r .tc.... N,4 . ,, .,.ii I '14 �, 40/2 - 20 - 20 MALE OCCUPANTS, 20 FEMALE OCCUPANTS ,• OMIX �x ',., x 3" `.." rfr) {ft`,a 't: j �, _ C -..‘,.;;„.,,„.4.,,YkF ..� „ist: 5 ' ! — it_ �ir1� W h ,'-, .r z, rsF; „ ,� ,recz-•. 'r 19 t F sa !° s kn - _-- _- -___. .'._-- } - - ��__- al, 74: it _ ,> , , e, ; #,l, : ..e Or R it-. c WATER CLOSETS REQUIRED: 1 PER SEX BY= .dli.•�I. Dates > CL ♦ r�' ,, '){ %its. ' k� "+ “, .' r s t . - LAVATORIES REQUIRED: 1 PER SEX - .•- O fJ 4 t 3 F 1 \ 1 i 4y Yrl. f,f Y4�'.� �r; . :. , tiO,v �. 3 RELEASES . (� Y 0 �F..y. ,� ext,r r ". r ,• r.'-}•,.,tW_ ',....--w �' e�±.0 �-e-..k, ,. a n a 1E ;k Y1°'�'i,."�.i.��i�U ` r y" -.4‘).-..-C`� '�.r4-NZ: L �.r/ e�'ri ^ ,,�, .� �:,` k. n 1. EXISTING WATER CLOSETS PROVIDED: 3 WOMEN. 2 2/3 MEN (PER FLOOR) i n---- -- \� ;111, wv� ��r )t °ay tyy „ , rcx F v 55 � par.` �i` _ ��? e .� \ o n EXISTING LAVATORIES PROVIDED: 2 PER SEX i ' iiiPV N Q t. , •• S l..r” 4'�-��t ., 3 4( 4"3•a �F. ? 3 O O -.13 �I \ 1 1r- 4- 1- +gi(; F .• "i. d` v)," t- x t :`,Nsp` N s, t ' -A - Y¢ro .°i tT. �"'.. a 4�. > r i a m n ,o �n v n kv9, R Tfek�9A171C CcI7>',.. r k.,r.,'sr p ` i-r k z Z c tr r.r i \` i _ Z2 Qfin `"*"... 4: If)`, i `.. :4 i � � ss. i`....:(-4 >ral % � I COVER SHEET Wr �7)'t� .. t r7. €�N i 'k'l Il• , i 7,-;•$;, c,-.. "' �, • CS1 COVER SHEET i _- .fe;1',,,�y�,^" 1.iiC a•, ,--,,-------,,7 1�ty,: •}jy,a �,k. -7,.., " r-7 t .'.'s% _ ��`:INNS lm LIPP ® - > (1) I® f'lll'�>i� dm A ' ° it t{k j`i }" = � ,� •~ r ' ARCHITECTURAL = m �•li -� �A�� �:� s �.; . • i. .� Iii ° � � � _ �1_ O tO 'k r.y l *.` r 1,2:x a- IPI . 3 ,; rN .+ i , �i ma�yy s • Ti.1 FLOOR -PLAN et WALL DETAILS I ® -- - N ft i yyf'` • 1 : - & F ''t� , r. "`, 1 � • T1.2 REFLECTED CEILING PLAN 8c CEILING DETAILS — — — m kr+2 37 ; �`° J ?Y *" r}. j tt .T .�f mrri s I m - -- I 00 • _ e::0-::-_4 t y w A -41 TE 'zY 3tt: • T7.3 DOOR SCHEDULE & DETAILS " Fi:.�;^' k , #- sv..*• t ,4.4. -, x rL`-^ i,. t • I ;�iHIHH. ! '. . lH!/i "-- '% 7 t 3 / C ik s • T1.4 FINISH BOOR PLAN & ELEVATIONS al llHH9!!!®9!!!lliHH :HHS !!HHlHHHH � I iiim ,4` r sr;.y�Iyp J'j, ft & j/ 0 j t ry ' 'I^'ck Si k. `�{ ,� Y s ,3/4.4.”.41/2.t.-,:: f"�,1 1 x � I: t i r , .,� !.(!��i .; t.:::// (('' �k r¢ y++!!+{ ., k 'Ii 7rf ,y-. ., . ` r .ii =7f�( '�- J`'°'E`"t"2,,,'�rt.'s' .�r^'^.•rs ,—s'a'js` .i . •1 t- t) ., I• t5s &; 1r .r — I -a rf_ awit ,,,{{{ ,6fi�} s+ }- . �-4 i ..c— �f.a f T y - : a . } _• trLj4_,.1.,„.4 .t......... ...,,...,..5 tt ` ''"k ai�.3{ ,,,,. n �' §^fl;; yf I — --_ ; t ^ -if .} ..-.. r.vivarns s _a. ` - '' ----1,...t444,t 474``i`'e '' °"j'r+•.:4' "`n`.er+""}- �a y� / k 'I- �+ --,...46,,t, , k , COVER SHEET O ,,{( - (£+ Tyr ? ut 2'A. '`•, Yl 5 ;� 5,� .i _.._-.._. u� V CS1 a VICINITY MAP • NORTH THIRD FLOOR EGRESS PLAN 4 CITY OF TIGARD '-i 11 e NO SCALE 1/16"=1'-o" (FOR REFERENCE ONLY) Approved byPlanning JOB N0. 170071.01 V p.P ©29u cac PC/C>p4 w.ac�6s 66DNm id.. •a.,, of F - .i.l 3,t g Date: le 1'-1 k1 q � _£tSGi iZ; Initials: Al— T.iv.. .-.-"..T.c...........:r -t.. may.-_�... .. . ._. __ -. ._. _ tir Ni.----2 FLOOR PLAN GENERAL NOTES ' (iA t n 1. ALL CONDITIONS SHOWN OR IMPLIED ON THE DRAWINGS SHALL BE VERIFIED BY THE •r dB _' ---2 ___--/ CONTRACTOR PRIOR TO CONSTRUCTION. NOTIFY ARCHITECT / ENGINEER OF ANY "i 2i 9'-6" / 5'-4" 5'-8 3/4" 11 t/4r 6'-0" / 9'-3" DISCREPANCIES PRIOR TO THE START OF WORK. B41 17\20 riv0KS �L O 2. ALL DIMENSIONS ARE TO CENTERLINE OF NEW WALL UNLESS NOTED OTHERWISE. ', it 4` ¢ ' • FOF o FOF 1 N FOF 3. PORTABLE FIRE EXTINGUISHERS SHALL BE PROVIDED AND INSTALLED AS REQUIRED BY PORiIAIID N v OR APPLICABLE STANDARDS. RELOCATE AS NEEDED. ' �% Mme—o i Lu v I- I1 T 0 - 4. THE OPENING FORCE SHALL NOT EXCEED 5 LBS FOR INTERIOR DOORS, 8.5 LBS FOR �' 1• � FO EXTERIOR DOORS, AND THE MINIMUM FORCE REQUIRED TO CLOSE AND LATCH THE DOOR 1,4 O i 4 O - FOR FIRE DOORS. OSSC 1109.9.9 . © I - A 5. ALL HARDWARE SHALL COMPLY WITH THE REQUIREMENTS OF THE ADA. I1 \ I o I { un i WAITING OFFICE OFFICE CORRIDOR ) B I OFFICE 6. DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR SPECIAL •.. / C 200 N 203 204 _ 206 207 I KNOWLEDGE OR EFFORT. - - - M _ i rt 1 0_ _ 1 FLOOR PLAN LEGEND A (E) EXTERIOR WALL N A FOF o "" 204 A 207-A K.-- B (N) INTERIOR WALL - 6677 B 111 • m g STORAGE ¢ (' \_� ' z / / (N) DEMISING WALL . n ro oI I MIN .inA 201 0 -I A rt 1 i A �r 208-A o o M * N M ISI N L f I (E) FRAMED WALL TO REMAIN C, b f iP N� N N RECEPTION A A \ `L�^ o O SNACK BAR FOF OFFICE (E) EXISTING z z N 213 = cc el © 205 208 1 FOF - FACE OF FINISH o - in 10 ut C i-2i CORRIDOR I O Lii CC CC la.1 L - 213-A� 2 202 B FLOOR PLAN KEYNOTES N M ? aloneawatakavaframortelistoesteseseramtwesa 71 ¢ 1rit Oj S WM I S PER SI T i O O o ` LIGN NEW ALL WITH EXISTING. ATCH NEW FlN SHE FlNI H CHEDULEli NI B , N NB 1{qdBI'--�^ , PROVIDE GARBAGE DISPOSAL' -- O (E) FIRE EXTINGUISHER CABINET - VERIFY LOCATION WITH FIRE 1 r MARSHALL AND RELOCATE IF NECESSARY Ni E OFFICE CONFERENCE OFFICE OFFICE r.1 C 212 2H B I 211 ' H B 210 —I B 209 N — 1 1 WALL TYPES A 1•••IP NEW INTERIOR PARTITION WALL - NON-WAD BEARING ^� CEILING3%", 2OWITH (1)M GUAGEMLAYER OF 5/8" GYP. BOARD EACH SIDE ETAL STUDS, 11-e 0.C. TO UNDERSIDE OF in s, �3` xxr % I PROVIDE GLASS OR MINERAL ABER INSULATION FULL DEPTH 0 - / ge% f tr " FOF 4 0 ( 1 s O FOF CAVITY. PROVIDE 0) LAYER OF 5/8" WATER RESISTANT GYP <� �y N u t U 1 11 I qI u n P • II. BOARD 0 WET SIDE WHERE NECESSARY. SEE 9/T1.1. �� � a r 1 r L._ 7.... ... / ARCHITECTURE14'-9 t/2" 14'-11 t/2" 61 10'-0 1/2" 14'-9 1/2" o NON RATED SOUND ATTENUATED PARTITION WNL. (STC 40) ' e I �` 3%" 20 GAUGE METAL STUDS 0 1'-4" O.C. W/ 5/8" ENGINEERING 12 GYPSUM BOARD EACH SIDE TO UNDERSIDE OF CEILING. T1.2 -Dip, - PROVIDE SOUND ATTENUATION INSULATION. SEE 'DETAIL PLANNING 10/T1.1• INTERIORS NORTH DEMISING WALL- \ LANDSCAPE ell, 1/8" = 1'-0"SECOND FLOOR PLAN— SUITE 202 0• ' 6005137-33 METAL STUDS 0 16"O.C. TO BOTTOM OF 15895 SW 72ND AVE SUITE 200 STRUCTURE WITH 5/8" GYP. BOARD EACH SIDE PROVIDE PORTLAND, OREGON 97224 SOUND ATTENUATION INSULATION FULL CAVITY - -SEE TEL : 5 0 3 . 2 2 6 . 1 2 8 5 DETAIL 11/T1.1. FAX : 5 0 3 . 2 2 8 . 1 6 7 0 WWW . C I D A I N C . C O M LI z 6" 25 GA. STEEL JOISTS AT 2'-0" O.C., UNLESS NOTED OTHERWISE SOUND ATTENUATION BATT FULL 0 CAVITY W N 5/8" GYP. BD. J�11 _4. 1,,,.'_aa � SUSPENDED CEILING W . 11111l /! (10 1.2.. fw!,.„_ 4'-0" tt Z N M N je Irl,. i ei , lILO ,• GYP..BD. CEILING PER RCP 4..•st.4�—e��—�e!�•�!a!�.yI�*.t . • . zz O SCHEDULE 6.... �.1.atyv '����j aire�����Ct!ii•���� CENTERLINE OF STUD WALL AND W ��� ��i����•�it'1Qy �• ��4 te•��i�f 34" THICK SOUND BATT INSULATION CENTERLINE Of MULLION > W O �— � TO STRUCTURE ABOVE, CENTERED / � 1 i , BOTTOM OF DECK II►� ABOVE WALL BOTTOM OF / DEEP LEG \ rt Ce ►� TOP TRACK d Y S. : : BEAM OR DECK 1 ALUMINUM STOREFRONT SYSTEM . SECURE TO UNDERSIDE OF DECK �� OR SLOTTED MULLION N 0 ►� WITH (2) 0.138" DIA. POWDER II11111111 L�IIIIIII► �� It— DRIVEN FASTENERS OR 2 1" TYPE �� EXISTING SUSPENDED CEILING DEFLECTION F Z Ct [7.11 O �,��' TRACK INSULATED GLAZING Z 0_Asa, 'S' SCREWS QQ ,111111111 I�IIIIIII� � I' PROVIDE METAL STUD BRACE A7 z _ o � SUSPENDED CEILING �� 6'-0" O.C. TO STRUCTURE ABOVE A H • AND TO TOP. PLATE OF PARTITION SEALANT OVER NEOPRENE GASKET-- III j •. STEEL STUD ` ' !� PROVIDE MLTAL STUD BRACE AT .411 WITH (2) 1" TYPE '5' SCREWS - \ ' ' ATTACH TO STOREFRONT SYSTEM W/ (n w At 6'-0" O.C. TO STRUCTURE ABOVE A TRIM PANEL AS REQUIRED. �y NOTE: CONNECT STEEL STUD TO ONLY _ ADHESNE TAPE x -' : ' AND TO TOP PLATE OF PARTITION c6 - '- A SLOTTED LEG DEFLECTION TRACK OPTION C o ISA) WITH (2) 1" TYPE 'S' SCREWS - Zm , Q z �� TRIM PANEL AS REQUIRED. w CONT. TOP TRACK-"ATTACH TO F wWM0 LI c.) CEILING GRID W/ 1 TYPE "S" _ = 1 2 J N r c, METAL STUDS PER PLAN W/ (1) LAYER / " co (I) r% o ►� CONT. TOP TRACK- ATTACH TO r F SCREWS AT 2'-0" O.C. _ v 5/8" GYP. BD. EACH SIDE. 1 �-1111[ 4- �� CEILING GRID W/ 1" TYPE "S" X TWO LAYERS GYP. BOARD L la N '14 SCREWS AT 2'-0" O.C. w SUSPENDED CEILING P4 w Cr o METAL STUD PARTITION PER PLAN > oIA. FULL THICK BATT INSULATION WHERE x .►� BASE- Lu INDICATED ON WALL TYPE SCHEDULE v �� METAL STUD PARTITION PER PLANPER SCHEDULE Q a. x �� - w - ANCHOR BOTTOM TRACK TO SUB PREFINISHED 16 GAUGE SHEET BOTTOM TRACK TO FLOOR WITH x -. Z �� V FLOOR W/ ANCHORS AT 4'-0" 0.C. METAL CHANNEL-- COLOR TO i= cz ►� BASE- PER SCHEDULE ANCHORS AT 4'-0" O.C. (MAX) AND cn MATCH WINDOW SYSTEM �� AT CORNERS AND ENDS = (MAX) AND AT CORNERS AND ENDS Lo • �i BOTTOM TRACK TO FLOOR WITH c^ - ►� ANCHORS AT 4'-0" O.C. (MAX) AND - BASE ; �. AT CORNERS AND ENDS LU il, ACOUSTICAL GYP. BD. cWi, SEALANT AT FLOOR PLAN & WALL s j \ I 1 RATED WALLS SOUND DETAILS 6 Til 1 0 TYPICAL INTERIOR PARTITION— TYPE A 10 TYPICAL INTERIOR PARTITION— TYPE "B" ® TYPICAL FULL HEIGHT PARTITION— TYPE C 12 INTERIOR WALL @ STOREFRONT MULLION Joe No. 170071.01 3/4" = 1'-0" 092900-05 T1.1 3/4" = 1'-O" 092900-04 3/4" = 1'-0" 092900-01A T1.1 3" = 1'-0" 08400-03 ©2017 cDA P.C/CDA MI 1 fI$MINED ._... _ - . ..»....-_a.• . .......-.:____.wuw .. . _ ... ... , eo ride RCP GENERAL NOTES BROOKS 4 I 1. THIS DRAWING IS DIAGRAMMATIC AND FOR DESIGN PURPOSES ONLY. • • - c \ \ 1 \� \ 2. JUNCTION BOXES TO BE PAINTED TO MATCH ADJACENT SURFACE. `1 PORRAW� ORIt� ®° 'OFt I BM II L i I I I N-\ % I 3. VERIFY ALL BUILDING SHELL CONDITIONS - REPORT ANY CONFLICTS OR j of 1�E - \\ ADVERSE CONDITIONS TO ARCHITECT. / e j t / sa - L- \ <' ` 4. ELECTRICAL CONTRACTOR TO VERIFY MINIMUM EMERGENCY EXIT • � � WAITIN3 OFICE _ OFFICE , 11 1OFFICE ILLUMINATION WITH BATTERY BACK-UP AT EGRESS PATH OF TRAVEL. x H200 203 204 a 1 207 PROVIDE 1 F.C. MIN. EMERGENCY LIGHTING AT PATH OF TRAVEL. THIS LEVEL MAY NOT DIMINISH TO LESS THAN .06 F.C. OVER 1.5 HOURS OF / _ I s OPERATION / I 5. CONTRACTOR TO VERIFY ALL LIGHTING STANDARDS ARE MET - / N- - S1fr- � 1 ' - I �� I COORDINATE WITH LIGHTING CONTRACTOR i I \ I \ 1 \WI 1 _ - I ��_ L- - -,I r . - l 6. CEIUNG HEIGHT TO MATCH EXISTING- 8'-6" U.N.O - / -'- -- -1 / 1 I -- I 7. CONTRACTOR TO PATCH ABOVE DEMO WALLS AND AT RELOCATION OF / r a L - -�..� 4 LIGHTS AS NECESSARY, REPLACE YELLOW OR DAMAGED TILES. /_ % "'"" " magmas jill } -u�au wl tomms - � OORRIDOR a 8. WHEN POSSIBLE, USE SALVAGED LIGHTING FIXTURES. LOCATE - m / 1 elms 206 I I ACCORDING TO 1 .1.1 M o: STORAGE # I ..' /T RECEPTION 201 4 SNACK BAR .� I M OFFICE o o r in to i / 21.. 205 e� 208 N >. o / 7n1 ' I II 11 F C/� o / I I I I EIS I Q N // bi� ® 0gE1la � a :lEmaE ma lielmswiE1 tOn LI--`- RCP LEGEND F W W CC / aalaaa CORRIDOR • ` EMOI am ass a � a a a / 202 ROOM1ROOM NAME & NUMBER w N / 7r171, .^1E>,... .,,,-IV I= 1=1IMIMEMENINNIIMINN==1 Fr',rrr---.. ,IFT",.,r1flr'7 3 ¢ €"--"'"y t-alsimmem® 1 i_ 7.\ - , T.� -- 11 T n I % I I 1 11 . Y �� ��z (E) 2x2 ACOUSTICAL CEILING TILE / OFFICE CONFERENCE OFFICE i OFFICE 11 / 212 1 211 2'0 1 209 _ / I b-c n II II 2X4 DIRECT/INDIRECT LAY-IN LED LIGHT TO BE / I I1 i .*__ _______-_-_,,, L_ - - DEMOLISHEDfssa 77,3/af / \ I- \ (E) 2X4 DIRECT/INDIRECT LAY-IN LED LIGHT TO REMAIN . * , nil 1( Ort., � z1 61 I a u _II I u O In (E) 2X4 DIRECT/INDIRECT LAY-IN LED LIGHT kyS1 CONNECTED TO EMERGENCY POWER SUPPLY TO REMAIN ARCHITECTURE NORTH OC SECOND FLOOR REFLECTED CEILING PLAN EN ENGINEERING 1/4" = 1'-0" \ NEW 2X4 DIRECT/INDIRECT LAY-IN LED UGHT TO MATCH PLANNING EXISTING INTERIORS IIIIIIIWA NEW 2X4 DIRECT/INDIRECT LAY-IN LED LIGHT LANDSCAPE CONNECTED TO EMERGENCY POWER SUPPLY TO MATCH EXISTING 15895 SW 72ND AVE SUITE 200 PORTLAND, OREGON 97224 rn FIRE EXTINGUISHER CABINET -- VERIFY LOCATION TEL : 5 0 3 . 2 2 6 . 1 2 8 5 WITH ARE MARSHALL FAX : 5 0 3 . 2 2 6 . 1 670 O E ILLUMINATED EXIT SIGN -- DIRECTIONAL AS INDICATED www . c 1 D A i N c . c 0 N ON PLANS mi Di BII ®® EGRESS PATH OF TRAVEL CD z . .....J W N 0 12.2 •-\A-- INT. OR EXT. WALL ROOF OR FLOOR DECK D NOTE: Et CEILINGS TO BE 12 GA. HANGER WIRES 0 (-0" aO N • N SUSPENDED ' INSTALLED WITH 8ERC2 0.C. (TIP.) La_ SYSTEM BY ARMSTRONG AS !ft:::RES i D/ METHOD PER OSSC 803.9.1.1 - TMP' < AND ASTM 635 & 636 �\ I/ / (TYP.) MAXIMUM ANGLE FROM > CC CC > NOTE 5� m��� HORIZONTAL IS 45 DEGREES 0 W O NOTE 3 ! OTE 4 NOTE 9 �1 CROSS TEE a Y NOTE 6 ` i, • N 0 NOTE: ALL WIRE TO BE N0. 12 MAIN TEE Z CC Z Q GAUGE. CONNECTIONS TO BE Z I-- 11J = NOTE 1 3 TURN MINIMUM WITHIN 3 NOTE 2id- NOTE 11,12 INCHES OF THE CONNECTION / NOTE 7 NOTE 7 �' NOTE 8 N NOTES: FASTENER SCHEDULE 0 1. 7/8" WALL MOLDING. ATTACH TO PERIMETER WALLS CONSTRUCTION TYPE FASTENER REQUIREMENTS (D N 2. 2" BERC (BEAM END RETAINING CUP) AT INTERSECTION OF EACH GRID BAR TO WALL SUPPORT. ATTACH BERG TO GRID ON 2 ADJACENT WOOD 1/4" X 3" SCREW EYES F") -�-WALLS. PROVIDE 1/2" CLEARANCE ON UNATTACHED BERG. - STEEL DECK PRE DROP WIRES, CMI DC1 OR DC, 2-1/4" METEAL DECK. 0 3. PERIMETER HANGER WIRES - WITHIN 8" OF ALL WALL ON ALL TERMINAL ENDS OF CROSS RUNNERS AND MAIN RUNNERS. SCREW EYES 4. SUSPENSION WIRES AT 4'-0" ON CENTER. SOFT ANNEALED GALVANIZED POST TENSIONED CONCRETE PRE DROP WIRES, EMBEDS, 1/4" X 3/4" METAL HIT ANCHORS 5. VERTICAL STRUT FASTENED TO MAIN RUNNER AND EXTENDED TO THE STRUCTURAL FRAME. 12'-0" O.C. EACH WAY CAST IN PLACE CONCRETE PRE DROP WIRES, EMBEDS, 1/4" X 3/4° METAL HIT ANCHORS 6. HORIZONTAL RESTRAINTS SECURED TO MAIN RUNNER WITHIN 2" OF CROSS RUNNER. INSTALL 4 AT 90" ANGLE FROM EACH OTHER AND AT • ANGLE LESS THAN 45' FROM THE PLANE OF THE CEILING. COMPRESSION STRUT SCHEDULE Q 7. HEAVY DUTY SUSPENDED CEILING SYSTEM - MAIN RUNNERS AND CROSS RUNNERS 8. ACOUSTICAL CEIUNG PANELS - 24" X 48" X 5/8" LAY-IN. (24" X 24" WHERE INDICATED ON PLANS). - MAX. LENGTH OF STRUT STRUT REQUIREMENTS 9. TRAPEZE DUCTWORK AND OTHER LARGE OBSTRUCTIONS, COUNTER SLOPE. 5'-10" 1/2' DIA. CONDUIT (EMT) 10. CONNECTION DEVICE TO HAVE 180# CAPACITY. 7'-8" 3/4" DA. CONDUIT (EMT) 11. LIGHT FIXTURES MUST BE ATTACHED TO SUSPENSION SYSTEM. FIXTURES WEIGHING LESS THAN 56Ibs MUST HAVE (2) 12-GAUGE WIRES 9*_9" 1" DIA. CONDUIT (EMT) - AT DIAGONAL CORNERS. HEAVIER FIXTURES MUST BE SUPPORTED INDEPENDANTLY FROM THE BUILDING STRUCTURE. PENDANT LIGHTS MUST 12 _0" SINGLE 1 5/8" X 20 GA METAL STUD BE SUPPORTED DIRECTLY FROM THE STRUCTURE WITH A 9 GAUGE WIRE REGARDLESS OF WEIGHT. REFLECTED CEILING 12. MECHANICAL DEVICES MUST BE ATTACHED TO MAIN BEAMS AND CROSS TEES. DEVICES WEIGHING LESS THAN 20Ibs DO NOT REQUIRE 15'-0" BACK TO BACK 1-5/8' X 20 GA METAL STUDS PLAN - SAFETY WIRES. DEVICES WEIGHING 20-56Ibs REQUIRE (2) 12-GAUGE WIRES AT DIAGONAL CORNERS. HEAVIER FIXTURES MUST BE 13'-6" SINGLE 2-1/2" X 20 GA METAL STUD SUPPORTED INDEPENDANTLY FROM THE BUILDING STRUCTURE. - 15'-0" BACK TO BACK 2-1/2" X 20 GA METAL STUDS 11 LATERAL BRACING FOR HEAVY-DUTY SUSPENDED CEILING PROVIDE HEAVY DUTY CEILING SUSPENSION SYSTEM CONFORMING TO THE REQUIREMENTS OPF •T1•.2 T2. 3/4" = 1'-0" 095123-01 CUP ASTM C-635-00. JOB NO. 170071.01 _ ©2017 CLIA,P.C./CM NJ.R(ms RIMMED r PM r u ..Si Y }r --tag ___....�.-. .. v- _.__._.._-.W»_..r... ._�. ..:................. . ._----r....a+.. - baa-�,.•�a.,.- ._ .. ..__-.. .peg 5 GY fir e •: `` ii. •,0 . BROOKS a DOOR SCHEDULE - - - - - DOOR # DOOR HARDWARE OPENING WIDTH DOOR DOOR DOOR FRAME FRAME NOTES DOOR # 9 T1. r" , TYPE GROUP x HEIGHT THICKNESS MATERIAL FINISH MATERIAL FINISH 2\ 1-6" 2' 2" 2 EQ. 0 3'-6• 9 4 T4 I 11 (E) 200-A -- -- - -- -- -- -- (E)200-AI , ,— 200-B A 1 3'-0"x7'-0" 1 3/4" SC STAINED HMKD PREFINISHED -- 200-13 ril / / 201-A A ' 3 6'-0"x7'-0" PR 1 3/4" SC STAINED HMKD PREFINISHED -- 201-A / / �i '203-A A 1 3'-O"x7'-O" 1 3/4" SC STAINED HMKD PREFINISHED -- 203-A co �OR PER Z = DOOR PER = z = /� z= 204-A A 1 3'-0"x7'-0" 1 3/4" SC STAINED HMKD PREFINISHED -- 204-A = SCHEDULE c�re 'CHEDULE a o }a o(E) 206 A - -- -- -- -- -- -- (E) 206-A // \\ T ¢o \\ T o 0 207-A A 1 3'-0"x7'-0" 1 3/4" SC STAINED HMKD PREFINISHED -- 207-A 9 \ \ 10 N208-A A 1 3'-O"x7'-0" 1 3/4" SC STAINED HMKD PREFINISHED -- 208-A ; I FINISH FLOOR \ � \— (\ ` TI. \ 2-4- 209-A 209-A A 1 3'-0"x7'-0" 1 3/4" SC STAINED ' HMKD PREFINISHED -- 209-A FULL RECITE FULL RELITE 1 210-A A 1 3'-0"x7'-0" 1 3/4" SC STAINED HMKD PREFINISHED -- 210-A Q FLUSH O © © SLIDER RELITE ^ n 211-A A 1 31-0"x71-0" 1 3/4" SC STAINED HMKD PREFINISHED -- 211-A DOOR TYPES RELITE SCHEDULE & TYPES T = TEMPERED 212-A A 1 31-0"x71-0" 1 3/4" SC STAINED HMKD PREFINISHED -- 212-A - en o o M 213-A A 1 3'-0"x7'-0" 1 3/4" Sc - STAINED - HMKD PREFINISHED -- 213-A 1/4" = 1 -0" 9 1/4 = 1 -0" N N o NOTES: re C I- Z Z 1n O = _ F- M MUTE �C ' C 0 W w CC REU 1 G SCHEDULE VI VI a a a HARDWARE •SCI- DL LE TYPE OPENING FRAME TYPE N M OFFICE TYPE 1 PASSAGE TYPE 2 STOREROOM TYPE 3 - RELITE # WIDTH "'N" HEIGHT "H" SILL HEIGHT MATERIAL FINISH NOTES RELITE # 1 1/2 PAIR BUTTS 1 1/2 PAIR BUTTS 3 PAIR BUIIS-180' SWING "S" • 1 1'-6" 7'-O" N/A HMKD PREFINISHED -- 1 1 EA OFFICE LOCKSET 1 EA PASSAGE LATCH 1 EA STOREROOM LOCKSET- ACTIVE LEAF 2 0'-8" 7'-0" N/A HMKD PREFINISHED -- 2 1 SET GASKETS 1 SET SILENCERS 1 SET SILENCERS 3 3'-6" 4'-2" 2'-10" HMKD PREFINISHED -- 3 1 EA WALL STOP 1 EA WALL STOP 2 EA WALL STOP ABBREVIATIONS: GENERAL NOTES: 1 EA STRIKE 1 EA STRIKE 1 EA STRIKE INACTIVE LEAF HMKD HOLLOW METAL KNOCK DOWN • RECITE GLAZING TO BE CENTER GLAZED 2 EA FLUSH BOLTS INACTIVE LEAF • ALTERNATE JUSTIFICATION TO HALLWAY SIDE OF FRAME Ili-lertillABBREVIATIONS: iliil (E) EXISTING - SC SOUD CORE "" q �x HMKD HOLLOW METAL KNOCK DOWN o "{1' a;� GL GLASS 1,Age. : AL ALUMINUM - - ARCHITECTURE MI GENERAL NOTES: ENGINEERING U PLANNING ALL NEW DOORS TO MATCH EXISTING, SPECIES. STAIN, FINISH, & HARDWARE. INTERIORS THE OPENING FORCE SHALL NOT EXCEED 5 LBS FOR INTERIOR DOORS, 8.5 LBS FOR EXTERIOR DOORS. AND THE MINIMUM FORCE REQUIRED TO - LANDSCAPE - CLOSE AND LATCH THE DOOR FOR ARE DOORS. OSSC 1109.9.9 - - - 15895 SW 72ND AVE SUITE 200 - ALL HARDWARE SHALL COMPLY WITH THE REQUIREMENTS OF THE ADA. PORTLAND, OREGON 97224 TEL : 503 . 226 . 1285 DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT. F A X : 5 0 3 . 2 2 6 . 1 6 7 0 W W W . C I D A I N C . C O M CONTRACTOR TO VERIFY HARDWARE FUNCTION INDICATORS FOR ALL DOORS WITH TENANT PRIOR TO ORDER/INSTALL. CD z • Jo WN ce O Z N N D o � o � - IX CX • - METAL STUDS-- SEE WALL TYPES 0 4W . r_� 0_ O a. w p Y a _ 2 - N p IireZ ct GYPSUM BOARD. W _ CD 1- r _ 1 It _Ell I R- Tr ' L�—ulli GYP. BD. t - 3 STEEL STUD WALL(DOUBLE STUDS HEAD CONDRION AT ALL JAMBS) - - i(, RECITE FRAME BEYOND - 0 N M HOLLOW METAL JAMB METAL RELFTE FRAME U r. Aprinmisigesismuusuroarj -"- METAL GLASS STOP-- PAINT TO 0 HOLLOW METAL DOOR - SEE DOOR F-111 MATCH FRAME o nn � SCHEDULE �� -sibicammumnsrawnaest1/4" WIRED GLASS @ RATED JAMB CONDITION JAMB CONDITION OPENINGS OR 1/4" CLR. TEMPERED DOOR SCHEDULE & GLASS 0 NON-RATED OPENINGS - - DETAILS ODTYPICAL INTERIOR DOOR DETAIL - 10 TYPICAL INTERIOR RECITE - T1.3 T1.3 3" = 1'-0" 11.3 3" = 1'-0" JOB NO. 170071.01 ©2017 CRI.P.C./CDA NL RIGHTS RESERVED , i - - ROOM FLASH SCFEDULE 1: :, ' . .i I: • : .'J . . ,. FINISH FLOOR PLAN LEGEND s. ROOM # ROOM NAME FLOOR BASE N WALL E WALL S WALL W WALL CEILING HEIGHT NOTES y e`` ---nl II a0 I. 1 — _ Ell - CORRIDOR ROOM NAME & NUMBER - _ hiSS . . 200WAKING CPT-1 B-1 W-1 W-2 W-1 W-1 CL-1 8'-6 Er or -'1 S ,. 3 . . 201 STORAGE CPT-1 B-i W-1 W-1 W-1 W-1 CL-1 8'-6" • \\'' • \� CPT-1 r NS r W-2 202 CORRIDOR CPT-1 B-1 W-1 W-1 W-1 W-1 CL-1 g'-6" jY O, OR �\ � ••'• '• • • • . • •• • • - 203 OFFICE CPT-1 13-1 W 1 W-1 W-1 W-1 CL-1 8'-6" .. ' • . WAITING . •. .. . • .. . .. - . ._ - - - W-1W-1 - A _ 200 .� � .' � '� ' - • � . . . r r r e 204 OFFICE CPT 1 B 1 W 1 W 1 CL 1 8' 6" • O .. . . . . j 205 SNACK BAR LVi-1 B-1 W-3 W-3 W-i W-3 CL-1 g'-g" • : VCT-1 ;. . Q� .. d � 206 CORRIDOR CPT-1 B-1 W-1 W-1 W-1 W-1 CL-1' : '' OF ::, . OPEC CORRIDOR OFFICE ' / 207 OFFICE CPT-1 B-1 W-1 W-1 W-1 W-1 CL-1 8'-6" / ® ; _ 203E ' 204e .. . 206 • . 207 208 OFFICE CPT-1 B-1 W-1 W-1 W-1 W-1 CL-1 g'-6" U209 OFFICE CPT-1 B-1 W-1 W-1 W-1 W-1 CL-1 8'-6" " : ..: .:.. . • • " ... . : '. • : . FINISH FLOOR PLAN LEGEND / • :______11, • & • • % • • I 210 OFFICE CPT-1 B-1 W-1 W-1 W-1 W-1 CL-1 8'-6" CONTRACTOR TO PROVIDE TRANSITION STRIP BETWEEN FLOORING MATERIALS 211 CONFERENCE CPT-1 8-1 W-1 W-2 W-1 W-1 CL-1 8'-6" / .. . rrr� ,,.„ , OFFICE � n / ' • ' � •' , •:201 � I � � 212 OFFICE CPT-1 B-1 W-1 W-1 W-1 W-1 CL-1 8 -6” \-/ �' :• t , 208 PAINT ALL SIDES OF COLUMN, TBD 213 RECEPTION CPT-1 B-1 W-1 W-1 W-3 W-1 • CL-1 81-6" r. n. '., , • . . :::• . :•-- r, , FINISH FLOOR PLAN GENERAL NOTES % CORRIDOR .. ....... _...... O co to j 202 • C^- r/ 5�% • - 1, VERIFY ALL FINISH SELECTIONS WIN TENANT AND OWNER PRIOR TO T OF F�SHES N o ORDER/INSTALL. FLOORS BASES WALLS CEILINGS CASEWORK >- > w a ¢ t 2. FURNITURE SHOWN FOR REFERENCE ONLY. FURNITURE TO BE TENANT - - W-1 - _ o SUPPLIED/COORDINATED. B 1 - / 4" RUBBER BASE, ACOUSTICAL CEILING a 14.1 Id W a a `tea' CPTCL 1 1 PL 1 CARPET TILE, MOHAWK, PAINTED GYPSUM BOARD 2x2 PLASTIC LAMINATE BIGELOW, ICONIC EARTH, ROPPE, 193 BLACK FIELD PAINT, BENJAMIN MOORE, TILE VERTICAL SURFACES, FORMICA, 3. ACCENT PAINT LOCATIONS TO BE DETERMINED. % . - % WILLIAMSBURG, W-145 PECAN WOOD 5883-58 (11 4. REPRESENTATIONAL PURPOSES ONLY. CONTACT BROWN n n • � STATEMENTC UNE / •• •'.�• ',• '� ' . - � -, :•,�;. o••.• '• HATCHES SHOWN FOR STONE/BT390, 859 . . DOWNING STONE, BRICK . . ARCHITECT/DESIGNER FOR INSTALLATION DIRECTIONS AND METHODS. ASHLAR 5. PATCH AND REPAIR ANY DAMAGES WHERE DEMOLITION HAS OCCURRED. VCT-1 W-2 PL-2 % : :OFFICE.' : ' CONFERENCE• . ' s OFFICE•. OFFICE'•:. . . ' •212 ••'• �' �z11'� ••• -` �-210 209 VINYL COMPOSITION TILE, PAINTED GYPSUM BOARD PLASTIC LAMINATE 6. ADDITIONAL ELECTRICAL OUTLETS TO BE ADDED/PROVIDED BY MANNINGTON, . ACCENT, BENJAMIN MOORE, COUNTERTOPS, NEVAMAR, 1 W I M CW-580 A700 ' ��L , SUBCONTRACTOR TO MEET ELECTRICAL CODE. ESSENTIALS, PUTTY 29, ILEA SBURG, COOL CHIC, V 2T, 12X12 TEXTURED 7. CONTRACTOR TO VERIFY W/TENANT EXACT REQUIREMENTS AND ' .' W-3 . . LOCATIONS OF ELECTRICAL/DATA/PHONE OUTLETS. TENANT PAINTED GYPSUM BOARD • RESPONSIBLE FOR CONTRACT FOR LOW VOLTAGE DESIGN AND ACCENT, BENJAMIN MOORE, • _ " : • ;: �/•'•: ' ' ._'.,' I '. INSTALLATION. _ / . � ..• •. . • . ., . • • � . . .. � ... . . . WIWAMSBU W 640 ' RG C ,�5l�5��5��r��I ' PLASTIC LAMINATE AT ALL EXPOSED _ _ PLASTIC LAMINATE AT ALL EXPOSED ;,,,, T �_ EXTERIOR SURFACES iYP. \ EXTERIOR SURFACES TVP. }��� ! NORTH • • SHELF PIN HOLES ® i" O.C. TVP. W/ ADI. Jams. • SHELF PIN HOLES N 1" O:C. TVP. W/ ADI. 4 4� T �� SECOND FLOOR FINISH PLAN a' PLASTIC LAMINATE SHELVES PLASTIC LAMINATE SHELVES ,. Ila T14 1/4" = 1'-0^ h _ • • I WIRE PULLS - LOCATE 1-1/2" FROM • • WIRE PULLS - LOCATE 1-1/2"FROM • VERTICAL EDGE (NP.) . I • VERTICAL EDGE (TVP.) ARCHITECTURE MI N _ • • _I MELAMINE ALL INTERIOR SURFACES w • r-.o--r°-� MELAMINE ALL INTERIOR SURFACES - ENGINEERING ll ° • i • •-' PLANNING e ELEVATION KEYNOTES • • ! • • INTERIORS \ WIRE PULLS - LOCATE 1-1/2" FROM \ _ - - 1'-1" VERTICAL EDGE (TVP.) Jr, 1._1" - LANDSCAPE ink 8 9 9 10 m ® / PLASTIC LAMINATE COUNTER TOP W/ 4" / PLASTIC LAMINATE COUNTER TOP W/ 4" 15895 SW 72ND AVE SUITE 200 v1�1� '� 0 PAINTED GYP BOARD PER SCHEDULE ®1® ® SIDE AND BACKSPLASH, FLAT EDGE, TVP. SIDE AND BACKSPLASH, FLAT EDGE, TVP. PORTLAND, OREGON 97224 Qr . - • © 4" RUBBER BASE PER SCHEDULE O - - TEL : 5 0 3 . 2 2 8 . 1 2 8 5 1" 2.EQ @ 5'-6" �,�0 @ 6'-0" N N FAX : 503 . 228 . 1670 PL-1 PLASTIC LAMINATE CABINETS WiTH PROVIDE BLOCKING AT LOCATIONS SHOWN �+ 2'-1" ©-ADJUSTABLE SHELVING WHERE SHOWN © ;�' �. 2 -1 / 4...„..-- PROVIDE BLOCKING AT LOCATIONS SHOWN Www . c I D A I N C . 0 0 M TC-31 j O ALL ALL VISIBLE SIDES . ' :lila ► „ I MELAMINE AT ALL CABINET INTERIORS TVP. lWIRE ULL - LOCATE 1-1/2" .FROM TOP 0.111311111 © O PL-2 PLASTIC LAMINATE COUNTERTOP !--- \ \ L\ P S �I WITH 4" BACKSPLASH WHERE SHOWN �� �� ( — \ i5 i EDGE (TVP) - — PLASTIC LAMINATE AT ALL VERT. EXTERIOR BOX MELAMINE AT ALL CABINET INTERIORS TVP. 011111111- ( O is — — SURFACES TVP. v — — (1119 L © SLIDER WINDOW PER 3/T1.3 w '_ _ 1 SHELF PIN HOLES @ 1" O.C. TVP. W ADS. ���— I OADA ACCESSIBLE SINK • — / `� , B - PLASTIC LAMINATE.AT ALL VERT. EXTERIOR ©O oOi10Cr OPEN PLASTIC LAMINATE SHELF TENANT-PROVIDED ADA HEIGHT is n I • I }—,4 — — ✓ SURFACES TVP. , „"clOPEIy �. O DISHWASHER - CONTRACTOR TO PROVIDE ©�►a Q �, ' 4" RUBBER BASE PER SCHEDULE .1 FILE © ii � © �����i' ` : WATER/POWER � • � � 4" RUBBER BASE PER SCHEDULE s o �>_1Iv�• �� will r �� CABINET NOTES 1"I EQ 0 4 -2 I �TENANT-PROVIDED REFRIGERATOR -Cif 42-1"4'-1" 4' 0" 1"11 3'-0" '-0" CL •: 1. VERIFY DIMENSION IN FIELD PRIOR TO CONTRACTOR TO PROVIDE WATER/POWER \ �- 0 CLEAR CLEAR CLEAR VERIFY FABRICATION \ • _ 2. FILLER PANELS TO MATCH CABINET FACE \ W N 0 MATERIAL RECEPTION 213 ELEVATION 51 RECEPTION 200 ELEVATION SNACK BAR 205 ELEVATIONS pramaaL____----- 1/4" = 1'-0" T14 1/4" = , _o" 1/4" = r-0" WALL AND BASE CABINET SECTION • s RECEPTION DRAWER SECTION 1[0 3/4" = 1' 0^ 064023-06 T14 3/4" = 1'-O" 064023-08A O .Z N N1 : N �/ PLASTIC LAMINATE AT ALL EXPOSED _NA_ PLASTIC LAMINATE AT ALL EXPOSED W O PLASTIC LAMINATE AT ALL EXPOSED A �- A -_ -�— 2 \ - �� /- EXTERIOR SURFACES TVP. EXTERIOR SURFACES TVP. W LC W >� EXTERIOR SURFACES TVP. • • � • • o • W O FACE MOUNT ALUMINUM ° •• • SHELF PIN HOLES ® 1".O.C. TVP. W/ ADJ. • • _- SHELF PIN HOLES ® 1" O.C. TVP. W/ ADJ. a' TOP TRACK , • • SHELF PIN HOLES ® 1" O.C. TVP. W/ ADJ. �- s , _• _ • __I, PLASTIC LAMINATE SHELVES PLASTIC LAMINATE SHELVES N ., • I PLASTIC LAMINATE SHELVES • • r�� 2 Q ° •° • • WIRE PULLS - LOCATE 1-1/2" FROM •• • WIRE PULLS LOCATE 1-1/2" FROM GYP BD WALL BEYOND N •I a o ��i WIRE PULLS - LOCATE 1-1/2" FROM i4 • • _- VERTICAL EDGE (TYP.) N 1 o • / VERTICAL EDGE (TYP.) Z Cr Z Q VERTICAL EDGE (TVP.) '' Z = • MELAMINE ALL INTERIOR SURFACES TVP. e MELAMINE ALL INTERIOR SURFACES TVP. SLIDER WINDOW PER PLAN • •• / • • •• z • s i MELAMINE ALL INTERIOR SURFACES TVP. e • '../ PLASTIC LAMINATE / • • 1 • ° COUNTER PER SCHEDULE • f - r- - d PLASTIC LAMINATE COUNTER TOP W/ 4" > V) WITH FRONT APRON % g 1' 1" 1'-1" ,'-1" 1, / SOD BACKSPLASH, FLAT EDGE, TVP. / 0 ° / PLASTIC LAMINATE COUNTER TOP W/ 4" Q RECESSED ALUMINUM '-0" Z) w PLASTIC LAMINATE COUNTER TOP W/ 4" 0 BOTTOM TRACK 1 t N SIDE AND BACKSPLASH, FLAT EDGE, TVP. o LOW PROFILE SINK - PROVIDE DRAIN PIPE SIDE AND BACKSPIASH, FLAT EDGE, TVP. N E SUPPORT BRACKETS WITH 1"� 6,. o _ N INSULATION COVER. N K) iv 2'-1" 2'-1" CONTINUOUS CABLE SLOT a / / I 2-1 / PROVIDE FIRE TREATED BLOCKING AT `--;I, / PROVIDE BLOCKING AS REQUIRED 11. / PROVIDE BLOCKING AS REQUIRED 0 n AT BACK ( �' LOCATIONS SHOWN8" / 2' 1 't \ \ \ I WIRE PULLS - LOCATE 1-1/2" FROM TOP \ INSULATED EXPOSED DRAIN & HOT WATER \ -_- CABINET BEYOND �� Z EDGE GYP.) i" SUPPLY PIPINGS ��! �I- TENANT-PROVIDED ADA HEIGHT DISHWASHER I CABINET BEYOND __ _ _ I MELAMINE AT ALL CABINET INTERIORS TVP. v, I; PLASTIC LAMINATE AT ALL EXPOSED I EXTERIOR SURFACES TYP. I I Q PAINTED GYP PER-SCHEDULE PLASTIC LAMINATE AT ALL VERT. EXTERIOR 1,1 - • o o _ — SURFACES TYP. o \\\\ \1 MELAMINE AT ALL INTERIOR SURFACES TYP. I ; Iit iv L.7., 4" RUBBER BASE PER SCHEDULE I1 ` I 11 t• N 1`% r7 i,_:, ____ — N HATCHED AREA INDICATES ADA CLEARANCES • 3 BASE PER CHEDULE I 4" RUBBER BASE PER ELEVATIONS I SCHEDULE \ ,�' \ FINISH FLOOR PLAN & _ a iii \ 4" RUBBER BASE PER SCHEDULE } I I 4" RUBBER BASE o \ I '1 \ \ I 'I , ,, NOTE: PROVIDE A MINIMUM 30. \ d',�� El 'I 'r i-41'-5"/ 6 CLEAR DOORS ARE OPEN UNDER SINK WHEN 4-3} T1.4 TA- cc-, RECEPTION COUNTER SECTION io WALL AND BASE DRAWER SECTION » CABINET SECTION AT ADA SINK12 CABINET SECTION AT DISHWASHER JOB NO. 170071.01g 3/4" = 1'-0" 064023-18 MOD. T14 3/4" = 1'-0" T14 3/4" = 1'-O" - T14 3/4" = 1'-0" c 2017 CD,P../aA MLR=IDsrnvm � 084023-07 064023-OL 064023-04 ,.i . _