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BU P2013 -00053 1 of 2 . LEGEND: • AREA(SF) OCC LOAD FACTOR IBIROOM NAME = TABLE 1004.1.2 (Code Definition) t GROUP . • � 1 980 20 I I - . • -49 1 I a A OCCUPANTS #OF EXITS REQUIRED Dull Olson Weekes IBI Group . *(CUMULATIVE EXITS) Architects, Inc. NUMBER OF OCCUPANTS WITH DIRECTION OF . -.. 0 TRAVEL • -- 907 SW Stark Street Portland OR 97205 USA * ACCESSORY USE TO PRIMARY ADJACENT ROOM- tel 503 226 6950 fax 503 273 9192 • . OCCUPANTS NOT COUNTED FOR EXITING www.dowa-ibigroup.com www.ibigroup.com PATH OF EGRESS TO AN EXIT-[TRAVEL DISTANCE _ _ NOTED IN(XX' ) EQUALS TOTAL DISTANCE FOR ROUTE• ]- MAXIMUM DISTANCE OF 250' ALLOWED PER TABLE 1016.1 RECEIVED • - • 0 FEC-X FIRE EXTINGUISHER CABINET AUG 5 2013 (SEE SPECIFICATION FOR TYPE) • . EXIT TYPE LEGEND (TABLE 1005. 1 Ui D1NGDNN EXIT OCCUPANT REQUIRED PROVIDED • NW" (INCHES)* WIDTH WIDTH NOTES . (INCHES)* (INCHES)`** A 646 130 132 SEE CALCULATIONS THIS SHEET B 188 38 66 . C 124 25 33 D 330 66 COMMONS(141) +CLASSROOMS(142)+ a) MUSIC (47) ma • E 26 5 33 32" MINIMUM PER 1008.1.1 0 . . • " F 13 3 33 32" MINIMUM PER 1008.1.1 `I L G 483 97 99 SEE CALCULATIONS Et -44 H 41) H 330 66 66 SEE CALCULATIONS I 300 60 132 X I J ;� ' 41.) v ■- - 1 J 330 66 66 SEE CALCULATIONS - • o • K 322 66 66 GYMNASIUM(300)+FITNESS(22) < O * - 1 • L 330 66 COMMONS ■ 1 I , - o •• � di * ASI-005 M 331 ,�66 66 32" MINIMUM PER 1008.1.1 COV J mC GYMNASIUM �' �"' ./- (assembly) fir,... WORK ROOM • 10304 -----7 - i . * REQUIRED WIDTH WITH SPRINKLER SYSTEM(PER 1005.1)ASSUMED _ • (business) 1441 I 4 ' �' "^'I� OCCUPANT LOAD X 0.2= MINIMUM WIDTH IN INCHES(32" MINIMUM PER 1008.1.1) mc r co 176 I 100 r a s , ` u i`-' ** NO ASSEMBLY MAIN EXIT -EQUAL DISTRIBUTED EXITS PER 1028.2 EXCEPTION CO = N 2 1 li OFFICE _ �■ ■ Cr) •• (business) - - \ *1* BASED ON 33"CLEAR FOR 36"WIDE DOOR = OFFICE 90 100 f� (business) ! "WM_ 88 100 • 1 1 *• 1 * PLUMBING FIXTURE COUNT 0 • : I 1 I /�� • 1 A `V - - - ` ASSEMBLY AREAS ARE OCCUPIED, DURING SCHOOL HOURS, BY STUDENTS L. o) D o E o F n i ` * AND STAFF WHO ARE ALREADY TAKEN INTO ACCOUNT WITH THE GROUP E •° G I . ; 4 • TOTALS. ADDITIONAL FIXTURES FOR THESE ASSEMBLY SPACES FOR .i ,_ji_i t �^� .. ° OFFICE DAYTIME USE IS CONSIDERED REDUNDANT. SEE THE CALCULATIONS • ♦ --I- , _ _, T z r ((business)) BELOW FOR AFTER-HOURS USE. = �./ ril7 • m FEC-1 4110 i I 152 100 V �--' TOTAL OCCUPAN75 OF GROUP E FEC -3 2 1 CLASSROOMS = 12,485 SF/50 SF PER OCC. =250 •,_ 0 F 7 FEC-3• 1 250 OCCUPANTS x 112= 125 OCCUPANTS OF EACH GENDER4:1O ART ROOM PHYSICS CLASSROOM CLASSROOM CBC NURSERY CBC OFFICES * - �1 'V' (classroom) (classroom) (classroom) (classroom) • '- i (classroom) (business) �� STAFF=39 x 1/2= 18 STAFF OF EACH GENDER ■ + 770 20 749 20 678 20 1014 20 1333 100 s I 46 1 917 I 10 39 I 1 I 39 I 1 34 I 1 51 I 2 13 1 1 ! �, T !; WATER CLOSETS LAVATORIES DE'S ♦+ { CO CO I GROUP E Q� M ' 1 C7 O O / ♦♦ V (STUDENT USE) cu c„zo 0 * ♦ * e WEIGHTS!FITNESS / MALE OF MALE FEMALE O L[7 LO • / ♦ g (exercise) (1 PER 40} (1 PER 30) (1 PER 40) (1 PER 40) 1 PER CO }; ,,,; 1 i f 1094 50 FIXTURES REQUIRED 3 4 3 3 I (I-I] ; �r I J,-.., El . IIIII1 Li4 (E)STAGE ♦♦ FLOOR FEC-1 I MUSIC CLASSROOM / ♦♦ 22 I 1 135' g; / • y WATER CLOSETS 5 8 4 7 - C7...iigi_i 108 ; L._L (classroom) 988 15 / ♦♦ 67 2 i / ♦ * * URINALS 3 ,� 938 I 20 I �, ■ �? 47 1 �'. / (E)AU ♦ ,0 UNISEX ..--------COURTYARD 11 - LI SECURITY GATE- NOT —� (classroom) (E=) MECH/ELEC / 2544 7• ,♦♦ PART OF REQUIRED mechanical equipment room) * m / ♦ CO EXIT PATH 570 20 400 300 ` 365 I 2 ♦♦ 40 LAVATORIES I 8 8 4 7 '--/J' -, • 29 1 1 1 :_- 111, / ♦ * - K DRINKING FOUNTAINS 3 o SMALL (business) u 1 FEC-1 • 11 rL -�.,\` _-';11 til * (E) KITCHEN ! / 330 i ° GROUP E WATER CLOSETS LAVATORIES DFS �D 89 100 E 1 1 STORAGE / ♦♦ ��� '`�� ` / ♦ 88' __ ..+� L - (STAFF USE) MALE FEMALE MALE FEMALE f CLASSROOM CLASSROOM I 625 200 / ----- , �?, (classroom) (classroom) 582 300 �k C I 3 I 1 / 1 PER 2:16-35 2:16-35 (1 PER 40) (1 PER 40) 1933 / SECURITY GATE-NOT J. ° I LIBRARY 718 20 721 20 2 1 � -' � FLOOR �7 NORMAN R. DULL � (stacks) 1 f r C - / COMMONS PART OF REQUIRED FIXTURES REQUIRED 2 2 1 1 2291 100 36 1 36 1 !' (assembly) EXIT PATH WATER CLOSETS ___.\_ _ _-•--- ____ h � 23 l 1 I—I * `_y I // 5858 7 se _ URINALS - - -cam PORTLAND, 0R ON g 1I c- / 845 4 �a,H LARGE GROUP ROOM _ 4 / dUNISEX 5 5 r� � J ci (business) * * u �' // o 0� 1 I- 375 100 �N CONFERENCE CONFERENCE �F • 4 I 1 * ;�;; — * * / (business) (business) LAVATORIES �, <r:: 79 15 230 15I ) l.LLIII1I , , , , , ,j 1� I DRINKING FOUNTAINS 3 141' FEC-1 • TO EXIT'D' // 5 1 I 15 I 1 FEC-1 el • FOR AFTER-HOURS USE, THE FOLLOWING REQUIREMENT OF FIXTURES SHALL 180' T 298'L ♦ // • �J BE AVAILABLE „� = SECURITY GATE-=NOT = _ _ = I . -{L - 1F '- - -+F +- - jF - I * - �- -. 0 PART OF REQUIRED 145' of `- EXIT PATH r • ' • 0 0 ' „ TOTAL OCCUPANTS GYMNASIUM • SCIENCE c� r r7Tr rrn r1 rrr _ _ 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 E 1 1 1 WORK ROOM ; 1 10 076SF!30 sf PER OCCUPANT =336 OCCUPANTS (classroom) - - ,,,, r - (business) T 336 OCCUPANTS x 1/2= 168 OCCUPANTS OF EACH GENDER -- � --� RECEPTION ..r''' - 417 10£} I 925 20 (business) 46 1 •FEG-2 - 331 1 100 4 1 WATER CLOSETS LAVATORIES DF'S GRouPA * I 3 1 - TAT (AFTER HOURS USE) MALE FEMALE MALE FEMALE � CLASSROOM CLASSROOM CLASSROOM CLASSROOM CLASSROOM CLASSROOM CLASSROOM E-!�{.L�r k E (classroom) (classroom) classroom classroom classroom classroom classroom I PRINCIPAL OPEN OFFICE { 1] - ) ( ) (classroom) (classroom) (classroom) (classroom) (business) 4:126-200 4:126-200 1 PER WC 1 PER WC 1 PER (business) * 36 10 I 36 1723 0 36 I 13 0 36 1723 0 I 723I 36 I 10 36 1723 1 0 72336 10k I 1423 100 STAFF ROOM FLOOR • f 170 100 FIXTURES REQUIRED 4 4 4 4 E I I I 2 I 1 14 1 ! (business) WATER CLOSETS 5 8 4 7 J SCIENCE \rti496 I 100 URINALS 3 :: - - n (classroom) •.FEC-2 * t * �r w 5 1 n UNISEX 5 5 I 909 20 846 C 1 Approved plans 45 1 � r w . . . — , --_-- E----- --- .- shall be on job site. cLc LAVA 1 9 13 7 9 o _r .__ r.r► LAVATORIES i i" °iDRINKING FOUNTAINS 3 `� - r - - T - y I I ! CONFERENCE ADMIN HR/ACCT q A j°I (business) (business) (business) k e y p l a n ; ; 7i , -1 161 I 15 173 100 155 100 CALCULATIONS. • ; 1 � , - i I 11 1 I 2 I 1 2 I 1 l ,. i REVISION T COMMONS OCCUPANT LOAD=STAGE(67) +AUDITORIUM (365)+COMMONS(845) phase Building Addition & SECURITY GATE-NOT 1 l� = 1277 OCCUPANTS REQUIRES 4 EXITS. Remodel Package PART OF REQUIRED •SI-005 OFFICE OCCUPANT LOAD=RECEPTION (3)+CONFERENCE(11)+OPEN OFFICE(18)+ . • EXIT ACCESS PATH PRINCIPAL(1)+CONFERENCE (15)+WORK ROOM (4)+STAFF ROOM (5)+CONFERENCE(5) = 62 OCCUPANTS. date j February 21, 2013 - EXIT A=6 CLASSROOMS x 36 OCCUPANTS!2(TRAVEL EACH WAY)= 108 revisions 108+ COMMONS ((845+67(STAGE)+ 365(AUD))-141(EXIT D)-660(EXIT L&M)=476)+OFFICE City of Tigard 62=646 EApproved Plans COMMONS MEAN OF EGRESS: 1277 OCCUPANTS WITH 4 EXITS. - RFI-026 05/30/13 EXIT A: 132" PROVIDED WIDTH =476 OCCUPANTS(660 LESS CLASSROOMS y �+,��_� Date �_6 - 1� ASI-005 0$101113 . (108) &OFFICE(62) f� EXIT D: 66" PROVIDED WIDTH = 141 OCCUPANTS(330 LESS CLASSROOMS cti u -' P o 13 - 0044— (142) & MUSIC(47)= 141) JI EXIT L 66" PROVIDED WIDTH =330 OCCUPANTS lo/•Ob SW - EXIT M: 66" PROVIDED WIDTH =330 OCCUPANTS r'� -IF L� =1277 OCCUPANTS FOR AVAILABLE WIDTH F-' COMMONS OCCUPANT LOAD= PROVIDED WIDTH THEREFORE MEETS CODE Z - W REQUIREMENTS. UI GYMNASIUM OCCUPANT LOAD= GYMNASIUM (1441)+OFFICE(1) +OFFICE(1)=1443 0 • - • GYM MEANS OF EGRESS: 1443 OCCUPANTS WITH 4 EXITS. project# 11015 . EXIT G: 99" PROVIDED WIDTH =483 OCCUPANTS • EXIT H: 66" PROVIDED WIDTH =330 OCCUPANTS CODE ANALYSIS - EXITING LO EXIT I (LIMITED BY K): 132" PROVIDED WIDTH =300 OCCUPANTS AND PLUMBING FIXTURE v-- EXIT J: 66" PROVIDED WIDTH =330 OCCUPANTS • = 1443 OCCUPANTS FOR AVAILABLE WIDTH Q-if) GYM OCCUPANT LOAD=PROVIDED WIDTH THEREFORE MEETS CODE REQUIREMENTS. Lo ° OFFICE COPY NO MAIN EXIT-EXITING DISTRIBUTED BETWEEN THE 4 EXITS PROVIDED. Q AO . 02 co, EXITING PLAN 0 0 SCALE: 1/16" = 1'-0" cob - --- - - • WALL TYPES NOTES: Al FIRE RATEDALL TCONSTRUCTION DESIGNATION UCTION TYPE-SEE WALL PW HHOURS)ES FOR C RATING AND / IBI GROUP Dull Olson Weekes - IBI Group Architects, Inc. 1 NOTED WALL TYPE DEPICTS TYPICAL WALL CONSTRUCTION. SEE ELEVATIONS, SECTIONS, AND DETAILS FOR ADDITIONAL INFORMATION. • 2 PROVIDE MOISTURE RESISTANT GYPSUM BOARD IN ALL TOILET ROOMS. PROVIDE 907 SW Stark Street Portland OR 97205 USA TILE BACKER BOARD BEHIND ALL CERAMIC TILE APPLICATIONS. MOISTURE tel 503 226 6950 fax 503 273 9192 RESISTANT GYPSUM BOARD SHALL ALSO BE USED AT ALL KITCHEN AREAS AND www.dowa-ibigroup.com www.ibigroup.com BEHIND DRINKING FOUNTAINS. 3 SEE INTERIOR ELEVATIONS FOR LOCATIONS AND EXTENTS OF APPLIED WALL FINISHES 4 WHERE A LENGTH OF WALL IS INTERSECTED BY PERPENDICULAR WALLS, WALL RECEIVED �]�'ED • TYPE TO BE CONTINUOUS BETWEEN TAGS UNLESS OTHERWISE NOTED. AUG 5 23:1 6 ;< A 08 AO 9 Ak14 © © 12 3 23 A3.24 A3.24 GI A3.24 A3.12 C1TY 01~TIGARD • BUILD1NG DIVISION 1 1 ¢ A5 TRAINING .- - OFFICE (E) F A5 1172 I A5 1175 I I N MEM MSROPSO r®i1.1.4lii, �, Nwr■rR a�rrrrir► ��a� ae ��i o�r�� � � a�rrrrrr! �,. . . 7 I.:;.� U i A7 �q EI4 r��zaa r 11 9 I A2 1=12 ABOVE I 175BI I _ ° u11111 _ _-- �� i\ i� ?g. AAAAAAAAAAAA_,. i� )lf� )l ( xAAA )CAI� i� )kXXX )C % inn .ni\ i� r ?CXX ?9, )\ cx ) xiCX >;I/ /` moi' iC -- � �,. FLOOR PLAN NOTES: rt -r T 1xx xxx ,'* _ 1.,. - 159A io 10 1 DIMENSIONS SHOWN ARE TO FACE OF STUD, FACE OF MASONRY OR CENTERLINE E13 (E) A6 • ;-,; F (E) io A810 OF COLUMN OR GRID LINE UNLESS NOTED OTHERWISE. 430) M - A13 UP 178,.Ax- .-, 2 DOORS NOT LOCATED BY DIMENSION ARE TO BE CENTERED IN WALLS AS SHOWN O 1 i.' OR LOCATED 4" FROM FACE OF STUD TO FACE OF JAMB. 2A - 3 MASONRY DIMENSIONS ARI= NOMINAL. COORDINATE ACTUAL ROUGH OPENING i-...7._t_7_.1 WEIGHTS/ MASONRYDIMENSIONS. FITNESS(E) 2C A5.22 2B ��' 4 DIMENSIONS ATRECITESARE TO CENTER OF ASSEMBLY UNLESS NOTED a:CZ> 3' X1 P--I A13 co iv A2 1159 OTHERWISE. (E) s 5 USE DIMENSIONS SHOWN; IN NO CASE SHALL WORKING DIMENSIONS BE SCALED; 1 I 11 = (E) STAGE 1 AUDITORIUM o r FROM DRAWINGS. CROSS CHECK DETAILS AND DIMENSIONS SHOWN ON THE O 3'-6" 24'-6" ARCHITECTURAL DRAWINGS WITH RELATED REQUIREMENTS ON THE STRUCTURAL, `� 1164 I 163 I• (E) SOL ND HALL • 1,4 MECHANICAL, ELECTRICAL, PLUMBING, AND OTHER DRAWINGS AS APPLICABLE. It I ' IL , I 162 2' 4" 16O I _ NOTIFY ARCHITECT OF ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK. I 4 war:±), ' A2 1D A5.22 1B 6 CONDITIONS AND DETAILS MARKED"TYPICAL"SHALL APPLY IN ALL CASES UNLESSICIC 0 . 1 ♦ .i SPECIFICALLY INDICATED OTHERWISE. TYPICAL DETAILS NOT REFERENCED ON Ci !- I D DRAWINGS APPLY UNLESS NOTED OTHERWISE BY SPECIFIC NOTES AND DETAILS. 0 " I A ,, A2 1C WHERE NO SPECIFIC DETA€L IS SHOWN, THE CONSTRUCTION SHALL BE IDENTICAL O • I A8.10 1111RAITLIIRIAATNEDDLAR TO THAT INDICATED IR THE TYPICAL CNSTRUCTION OF THE a - io5r1 (E) 1 1596 ��Iu 4 T. 0 A3 20 (E) ST• '• /\��/�/\-<.i./ .,� .-,\ \/yri_/4-, . ..\J\/\/". a i A3.20 - - �- r- — ��.A--.�+- NO SPECIFIC STANDARDRE APPLIED TOA MATERIAL OR METHOD OF _ 61 Al r El a ° I 7 UCTION TO BE USED ONE WORK, ALL SUCH MATERIAL AND METHODS ARE TAIN STANDARDS OF THDUSTRY AND,WHERE APPLICABLE, U(13 —C3) D f % A8 160• El CTURER'S INSTRUCTION 161 A 35'-9 13116" Z-9 1/," :____ 00 * 8 OF CONSTRUCTION MARIALS SHALL NOT EXCEED THE DESIGN L€VE }__`^ .0 , . I (E) (E) (E) 71 =(E) N R SQUARE FOOT. CNV ` I I T '- •i — -- • 9 ISH AND VERIFY ALL OPEGS AND INSERTS FOR ARCHITECTURAL, '7"` • CO m 1 ICAL, ELEGTRICAL AND UMBING WITH APPROPRIATE TRADES, DRAWINGSCt • i \ E (E} -� BOLLARD, TYP. AND SUBCONTRACTORS PRIOR TO CONSTRUCTION {{0 : 1bUt5 = 0 ® E 0 3 10 PROVIDE ALL NECESSARY ANCHORAGE BLOCKING, BACKING, FRAMING FOR ♦}♦/^�� - (E) I! HANDRAILS, DOOR STOPS, CASEWORK, SHELVING, MIRRORS, WALL MOUNTED ■� V! 147A 2 A3.10 150A A3.24 EQUIPMENT, AND ALL OTHER ITEMS AS REQUIRED FOR COMPLETE INSTALLATION. " ' - C� V,t L _ 11 CONFIRM ALL ROUGH OPENING DIMENSIONS FOR DOORS AND WINDOWS PRIOR TO ' ~ ff COMMENCEMENT OF CONSTRUCTION L • U 1I 2 A3.12 12 WHERE A LENGTH OF WALL IS INTERSECTED BY PERPENDICULAR WALLS, WALL • • - ° o I �I TYPE TO BE CONTINUOUS BETWEEN TAGS UNLESS NOTED OTHERWISE. 0 (�l U) r .0a / 13 PROVIDE SOLD BLOCKING BETWEEN ROOF JOISTS WHERE WALL RUNS �`+/ r 1CSD ' o PERPENDICULAR TO ROOF JOISTS. GYPSUM BOARD TO TERMINATE AT ROOFCD _V 1"---� � � A3.21 ° -ti° 2A A3 21 JOISTS. ■ CO - C7 0) ` COMMONS ,, 14 SEE WALL TYPES SHEET(S)FOR DEFLECTION HEAD DETAILS. ti/ Cin C0 OD 2D A5 20 2C 15Q `/,CD CO M C 7 * ° E2 00 2B zo • ig: R:: cz,N/y� O O CF_D0 • C51 I- I SI-005 ,,6, 1; o • 150B 4 2;-7 3/ 5'-4" r 16'-0" r 8'-7 1/2" 8'-7 112" r 4 4ih, A3.21 2 - - A4 - Al I I Al ,.A8 45 - - A3.21 -y,,0 "�l • A921 A9 21 A2 n �i) �C 1548 .:A �� �� f �' h - r/ Y —���=� u -,c u u� Nr v \i rr ai . VIII • r'. ^� 3 ./� - - - r. I�, r r: iil f I lr+� 1 5C R-51 1933 A4 4 A164A ® NORMAN R. DULL U • Z 0 0 <I L - J o T A9 21 A2 CONFERENCE + H H PORTLAND, ORL�N I N I 155 I 4D 1 A5 21 4B , o o i EQ 10' 5" EQ try PORTLAND, 11 IIS T-10 1/4" _ 4C L _ J • =o OF O� A� L ? W. -K ROOM �... co • � � 0• 11 1558 _ 1158 : o H . N 1 RECEPTIONIST o - - I -1 HERITAGE ; I 15'-3" DESK BY OWNER r A2 I1 , HALL �" 101 LDf �- IRECEPTION OPEN >` 1¢ 1' * .s., % ��_ 1152 I =� OFFICE r L [ uv - �-- �R F.s�' v N 1C A5 20 I T A2 N 2A 154 I Q 1 EN 3A ! E1 `, f 20 A5.21 2B , 1B �_L 10 A5.21 1B 3D A5.21 3B A6 =.., . �- A2 2C t' �-+ © - A2 30 - - - © C A3.22 'I STAFF ROOM A3.22 • � — , •1 � _ •.� [ - I a i[� ....,yw •�!� r�yej 156B :� ¢ 153B 179B 182E , ,� ,_ 11" N +I 1157 I � �� CONFERENCE HR/ACCT J--► z PRINCIPAL ADMIN z 0, VESTIBU 1153 A2 1179 I A2 Fla E 1182 I 1156 I , r .:: .a4 Q ¢ ¢ m 1 1 100 I i' (, 2'-7 3/8" A2 ;It o k e y plan 12'-10 518" 16-1" , i: 16'-4" ,, • 3 ;� CI ■i _ GI _ _ ,` Q cc, + - t .- --t-- i _q...„ 4 ��J a, phase Building Addition & © Remodel Package ,, i\ o t o ® A8.1 D ❑ A8.10 13 .� EQ EQ • A8.1( date February 21, 2013 0 .__ . , J 1;111 0" ,, revisions _ 20'-0" - 60'-0" ., 21'-11" M 22'-11/2" - 26'-6112" 8'-4"IP 1 ADD 001 03/15/13 cu ❑ 1 ❑ RFI-009 04/03/13 co e , , ca RFI-020 05130/13 JI RFI-074 I 07/25/13 • Iig 4 3 © AS1-005 08101/13 Z Tar A3.23 A3.24 A3.24 •W { ce41111l = 6 @__D S C9D 1 DGI CI 13 project# 11015 1 FLOOR PLAN SECTOR B r Cr)El 1E73) A2 cr,Q ■ I I _o FLOOR PLAN SECTOR 8 1/8" co o .. • -........m.... - nu / IBI GROUP Dull Olson Weekes - IBI Group 1 Architects, Inc. . r. ,,,• -- BEAMS \\\1 I 1 907 SW Stark Street Portland OR 97205 USA I I I I I 3I. .,. . , .,. .', ,. ,' ,., ,• ..,. -.:.. 1.1 1 P_2 tel 503 226 6950 fax 503 273 9192 - - - - - www.dowa i g p com wwvv.r g }�com ibi rou bi rou - JOISTS P2 . • ,• , _ CI - - __- RECEIVED • CEILING CLOUD I--- • AUG 5 2013 CITY OF TIGARD I BUILDING DIVISION - - P 1 • / _ ——I -I - • P , E mi B. .,:,:„.,..„; ::„.„,,,,„„, : , • ; - . , • 1 ._ 1 ,____ _ . / s , - •- - --- __ F P I . := _1■ 11:_j 73 0 • . E • • COMMONS 150 SCALE 114"= 1'-0" Cie . ■ 0 tinEI o < 0 limp = BEAM 0 U P5 0 r^ 1 , JOISTS = �J J 1 DI - .. . . P5 N �� — '� -- 16"VINYL DIE CUT LETTERING- CEI CLOUDS I E _ LING LO DS CEILING CLOUDS - _.___ P1 SCHOOL MISSION STATEMENT SEESIGN I YVES OISCOVER— L_CTS rf) -Ci ' LISTENRELATE INSPIRE MI.P4P4 10' DIA. NEGATIVE IMAGE LAZER GUT �„ ' •,:•„. f f `/i!f J ACRYLIC PAINTED WALL AT / % 7,- ,••;7•••/ /.f POSITIVE IMAGE-SCHOOL LOGO- �L , � �1%/1�/ ...,/,/:,%, ////f%/7/%-,--",/ %i"f%/•� /..'i = %%s _ %//� !�-//� % i",„_. 9� � ������F .,� �� ?:1T--° ' `f -, ,/' / i , -o" 1:12 SEE SIGN TYPES = r , CD i \ I \ /. �ff,I //�%/�����// OPEN �\ 1 . c-115 , AFI �t`- Ln ':.*as 0,e.4 - ! / Z CORNER GUARD I , Y .. 1 (� d' / \ 1./J f� I� /* itp. i f / iv. ��♦�P ,11:•:••':•`••:•:•:•:•♦•;♦:•:•♦:♦:♦:•:•:•••:♦+♦•:+:•:•:•:•:+:`••:♦:•:;�;:*+4 \ :S::•:♦: •♦���♦•���♦•+♦+* N.•••. 1•`•• :♦••r•�•������•� ��+,•�•�♦�, 4 / • 4.0/ I co Co — % \ in W 1 o 0 0 \_(B1) AS005 ASI-005 2 B OO COMMONS 150 CONTINUES s SCALE:• 1/4" = 1'-0" • <-QED A�� CJ "� I `�' CJ 1 • 1933 f,' J . . W NORMAN R. DULL ra BEAM ASI-005 . -� . 10' DIA. NEGATIVE IMAGE LAZER CUT ACRYLIC PORTLAND OREGtN i cp. / - PAINTED WALL AT POSITIVE IMAGE- SCHOOL LOGO-WHITE- SEE SIGN TYPES I S A I i TTT • A 1 _A.Nr\I/ , \I /i 'r\I , P5 ‘; i , \1/ i _T V IEC T LETTERS O� _ —.. — I i _ i - - - — T — _�`_ ❑ COILING GRILLE - i -- ' - s `-•- �I - y i.. _ ` - ---- - -e O ARTWORK SEE SIGN TYPES T SCHOOL NAME TO MATCH OWNER I PROVIDED, T P-1 CEILING CLOUD CEILING 'LOUD T ' ; ' I ; _ I T ; t , ; I -T- 1 S • i :-.: rit...: ::::..,:.:'..',::.....,. . -.-:._:- /...-::.:".1;'s',i:j;,1::;;:•;:.•,:i.:;V;';':•:';',',M"•;•::i',i.::;:;:c1; ;i:;:•;;•:i:':::':i•:;1'::i::i.:i;:::::,::;-r:i.:.]:: :::Q.":. "••••'''''''''."'''' '''''''::. '1:":1L1L'.'"..?...::-:--"::1."."1•.:1:::'';': :-'1:::"'::•''7'1:1:;1:::11::;::'';'•: ' ! I E i { i S I f _.....,_—r_-1 3 -_1--I_ i _J_ .r1 i Ems; . 1 i I i -- "-. .. -•- kkk WE TSID i I _ i- rk ... ..... • - • �\ -1-- i t -� —' --' -� \• —I -I- ��� ::alllll! - k I -- I1 , / j. CHRISTI�t Nzompr F . //, , //. / '''' ',4-:". , , _ 9p:: _f 1/ \ > / \ ( )OVERHEAD DOOR ® f , I i I I I f \ / i — r �_ r \/ — - rr� .. B 1 2C B-� L D SCHOOL NAMEAO MATCH S_ �� 1 A A C � lir 1 . OWNER PROVIDED ARTWORK r -SEE SIGN TYPES . COMMONS 150 CONTINUES VESTIBULE 00/HERITAGE HALL 101 k e y p l a n s SCALE: 1/4"= 1.-0.. S SCALE: 114"= 1'-0" I phase Building Addition & Remodel Package date February 21, 2013 GENERAL NOTES: LEGEND: MOUNTING HEIGHTS: revisions I I 1 I I I I I I I I I I I I I I I I I 11 I I I I I I I I I I 1 I I 1 MATERIALS WHICH ARE IN SIMILAR LOCATIONS ARE NOT NOTED AT EVERY FEC-11 FIRE EXTINGUISHER AND CLOCK RFI-074 47/25113 = 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 / OCCURRENCE. TACKSURFACE (TS) & FEC-B CABINET(AND BLANKET) - SIGNAGE, FIRE ASI �Q5 08/01/13 0' I I I . I ! I I I I 1111 I I I I I ! I ! I I TACKBOARDs(TB) • P STROBE 1 `� // 7/ I I I P-11 1 . 1 1 1 1 1 1. _ 1 1 1 1 1 I QP-1 ) I I I I 1 i i I I Nti 2 SEE FINISH FLOOR PLANS, REFLECTED CEILING PLANS, INTERIOR ELEVATIONS AND OFCI OWNER FURNISHED _JI . P 1 I I I 1 1 1 l 1 I I 1 1 i 1 I I I 1 F I 1 1 1 1 I 1 I ` FINISH LEGEND FOR ADDITIONAL FINISH INFORMATION ABUSE RESISTANT CONTRACTOR INSTALLED �` I°% _ . . _ . . _ i. _ ._ _ . . _ . . _ .� _ . .'- -- -'. . _ �. _ . . _ .. = . ._. i. _ . - - -- i. . _ i. _ . .•_ . .-. . _ i. _ . . - . . -'• ACOUSTICAL ABSORBER ,� - _ - _- _- _ _ _ - _ _ _ _- - - _- _ - __-_._ __ __ __ __ __ _• __. _ __ ___ _:_ _ _:_ _: = • 3 SEE DOOR AND FRAME TYPES FOR ADDITIONAL INFORMATION AND REFERENCE TO OFOI OWNER FURNISHED \ . _ - _- - _- _ - - _ _ - - _- _- ' - -. _ _ . _ _ . _ _ . �\ /r DETAILS. DOOR SWINGS SHOWN ON ELEVATIONS ARE FOR REFERENCE ONLY-SEE I WALL PANEL(AWP 1) OWNER INSTALLED Z / . - - -- - - _ - - : - _ = .. - _ _.. -- -- _ _ = _ =.= :- -_ x / FLOOR PLANS. SEE DOOR, FRAME AND RELITE SCHEDULE FOR H.M. DOOR AND FRAME - SPEAKER MARKER BOARD/ UJ , _ _ _ ____ __. _ _ _ _ - _ _ _ __ _ __ _ _ _ _ _ _ _ _ _ __ _ _ _ _ _ _ _ _ _ _ __ _ _ _ _ _ _ _ _ _ _ _ __ __ _ _ _ _ __ __ _ _ _ O� N FINISHES. DOORS NOT LOCATED BY DIMENSION ARE TO BECENTEREDINWALLSASr://,...;,,../71 HIGH IMPACT CJ CONTROL JOINT II TACK BOARD U Q' \ _ -._ -_ �. - -_ -.- - w -_ - -.- - -- -. - ---_ -_ _ -.- -.- -. -. _ -._ -- - - -- -. - - --.-- _ -.� -. - SHOWN OR LOCATED 4" FROM FACE OF STUD TO FACE OF JAMB. ,. WALLPANEL(AWP-2) u # _ ,� - - - - - - . . _ . . _ . . - - - - - - - - - - - -_. - . . - - ._- - - - - . . _ . . _ . . _ . . _ .. _ . . - . . - - . - . --_ - _ - _ -_ - - _ .. _._. __- _ - _- _- _ - _- _ .. PX_ _ PAINT COLOR(P-X} /% \ /% - -- - --- - - - - - -- -- - - - _ - W- - - - - - - _ 4 ALL WALLS NOT LABELED OR ELEVATED TO BE PAINTED P-1, UNLESS NOTED 5_, '1 ca project# 11015 (� _- _ - _- -, - _- -- _-_ - - - - - - - _-_- -. •- _-. _ - _- _- _- _- _- _- _- _- _ OTHERWISE. MECHANICAL GRILLES AND ACCESS PANELS IN WALLS SHALL MATCH THE - -. TS-X/ TACK SURFACE/TACKBOARD _ bo ti o p 1 �+ / -. - ' - . - . - . - - -- _ . - _ - • - _ _ -_ -_-_ -. - T- T- "' - -.-_ - _ -_. -_. -_ _T __ -� - T � \� COLOR OF ADJACENT WALL WHERE LOCATED, UNLESS NOTED OTHERWISE -_ - TB-X a --- = INTERIOR ELEVATIONS to PULL r -_- - _ -- _ --_ -_ - -_ - -_ --_ -- -` - - - - - - - - - _- - _- - - - - - - - - -- i` 5 PROVIDE BACKING AT WALL MOUNTED ITEMS. x CASEWORK TAG �, STATION • X SECTOR B 6 WALL HATCHES ARE SHOWN DIAGRAMMATICALLY <I:6 E5 CB-1) �B-1 _ . . •_ . . M� � B�`- B-1 _�� i C N B-1 4" RUBBER BASE 1. HEIGHTS TYPICAL, UNLESS NOTED OTHERWISE. r O _ . . _ . . 2, PROVIDE BLOCKING AS REQUIRED. �CS�. sa. • _ _ B-2 CERAMIC TILE COVE BASE A5 . 20 • . VESTIBULE 100/HERITAGE HALL 101 CONTINUES - • - . B-3 SHEET VINYL COVE BASE N 0 S SCALE: 1/4"= 1'-0" • B-4 VENTED WOOD BASE 7� cU co - _ • , _ _ _ • I 0' IBI GROUP• UC4A UC4B UC4B UC4B UC4B EXISTING INFILL 4C UC4C UC4C UC1 MASONRY MASONRY I I I I I I I I I 1 I I _ WALL WALL Dull Olson Weekes - IBI Group ! __ _ = , Architects, Inc. 1 1 1 1 1 1 1 1 11.4__1.4....!...-.- _ -7--T-~--y;r-1= JI I 1 I 1 1 I IIIIII P-1 -- _ . ,- - - ,_.__ r:= I I I I I r 7 , 1�, T r.. - r., 1 i-T T_-r--17-7.17-7.1.7:77.7...1: 90 SW Stark Stre t OR r_::::r_: a:: :27 e Portland 97205 USA rT"_t 7��i _� T T_ 7---` A / — liHI ! I� \ - L / s- n n A tel 503 22fi 6950 fax 503 273 9192NASI 005 I I I I P-1 I) 1 .1 1 I l _ ir __ —— — ( L 1J I �� �PL-1 L� -- �.::.L_., ,, 1 — /,_ _,1 — /, , - ,- �, - www.dowa-ibigroup.com www.ibigroup.com T /7 PAPER RACK I I 1 I 1 I 1 1. .IL I y` • - - � . 1T - - - -V- - - - u \ 111111. 1111M r � ! PROVIDE I r _I I rt �� 1 I I / I PL 2 1 ! 1 1 I 1 1 PL 2 \ --- �' ' ` I z..,:-::.-1' U CO N. 1 BLOCKING 1 I I ' 1 -1 11 1 L " L — — 1 OOIER J1 GOOIER 1 GOPlEtE2 1 I. oo co / :r _:A �T 3Z_-2 RECEIVED �-1 �1 �{ 7 10011 1 r 1 oFc#I I i - - - -� -PL-1 PL 1- / =_r r,3 \ ._ ;._� — - - — • . 1 I ,. I I I • r I \/ �� \/ N.,,,-- \/ \I/ _ C :1 :__: I..._I.__._7 V V V V A U f 570'3 I1, \ I - 1 I ` -- - _ / -, -"R'_, r -t_ _t-_i \ -r_1'_""'"".`W CITY O F TIGARD \-- 4A &1• II II DIVISION 4B 4C I 14D BUILDING TC1A - TC1A, 1TC1A ITC2A 1 • 73C1B I ITC---T3 I FE-713 BC1C BC1C BC1CBI1C WORK ROOM 158 0 • SCALE: 114"= 1-0" • (1) • 0 • U1A UC2A UC3A UC3A MC1A UC26 E EXISTING MASONRY WALL CD - .1--r� =rte ..• -� •; _ ALIGN TOPS / / / / / -_ --i-1--1-T-11:-' 1--i - �_,--T--L-•-- .-_:'=- �`T r-t- ' .- ' 1=_r , OF CABINETS, H { IiIi1I1liI1 % / / / / L' 1-� L I I - r-� -...i.. , . _. s I—.1-•-•T _t__r_,_ 'r---"- om-- J-- -�'.:.L.`_ / /-� /\. - I I i I I I I I I _ _ 1 .-::L .T '-z`_ 1 I. -� - - - -\-;0' - I I - 1 1 I I 1 1 1 I E . � `' - ..,-..�._,- -,:.�_'`, -`�' s T _ r 1_r_i_.� r �_T._ T__T _ / - 1 I �� 1 24' DEEP x I I I I CO / /i \ / i \ �_ -_ \ = `1' _ r-' Alla _ r , _ T • ., ■ / I I i FULL HEIGHT 1 1 I 1 1z__ . _ ,_, 1:� ^� i- =` r - - r ' i- CD / � PANEL, PL 1 -T- T.�_ µ:ms' .-1- - i -2 -:r \ .Tz-•-� -1--7---[--L-___ __:-.,_.Ltal / ® P�1 I ! I I I I I I ...........................T— -=- -, I - 1sT-- "'"' / T I _ \ I / T1Y = L te; i w_:_=:':I I I I I I I 1 I I I --'_;:i_, -_ , ' A. -- ;.;f";' �-� =s AICC- 8p -- o - - - - - . ' , : • .e...*_; T�-r =rte O J I I I I I I I I I I I I I I I I /i 4/ =1T y r �J �— _ -' - ? �� N -r m I /\ �� I /\ / 1 � � Y r I T I �: T I = � ` = v • 1 I • I I 1 I 1 r 1` w , �/ DW / - - I 1 1 1 1 1 1 1 1 1 1 1 1 - -� {- -1-_.-=-;�__ =��_r_.t.T:_ '/ ,_ ' ,�- ��: _-.- - r--- . w1 f I 1 I I 1 ! I I I I I I I t _ TI v v \ e i...�...1..;__ S:r.L..-..1__ T € : �.1,-. '--T. /' IT_ ,-1--r'^.C....- „`-+'-- =-r-.Lw.1_ —• 3A 3B \--CP 30 3D v __ DC1A IEW1 BC2A BC2A CI) - STAFF ROOM 157 = N s 0 ■ C\I SCALE: 114"=1'-0" r _ .CA O cts_ Com1) II(1) I. = fL) ASI-005 ASI-005 = U CDLn • 4:1) 73 `t- �1 I L I i -' I ' ' -I I _L_1.,..t IS I - - � L L P-4 P-4 - -- - - 3- _ y , i r �- Ca wimma i i : , [ S t. i i I '''k "••"•"•••"• •• • .... . .... I rn v7 li I I I : I I AlmiP ♦^ CD CO • ' -_ -. - .':;.':, �'. - \ a) . I f� � I � � V, M .: . .. : : \ \ / DIE CUT VINYL i 1 -_ - - P1 P1 - - -� — 7-1 --- _ -- UP 4 -7- O/ / 1 IA. DUT T!!.:!•!:..: . ...:. :... ...... : . .4 t I 1CVp - •• ••., • • • • . _ _ _ T � Tr mm I f 1- _.T__ ;� a..i I —L I ; ,II v yT , € I� L , r / Ij \-( B-1 I B 1 13-1 • 2B • OFFICES 1540 �� ED Ai�rj • SCALE: 1/4"= 1'-0" ' C~� 1933 �� NORMAN R. DULL C a .(p. PORTLAND, ORE N ,�. 11>4-) OF 6' AS1-005 ASI-005 , i - - I=�1 OP \ / DIE CUT VINYL \ / / / :•.:::.:-.:.I...I::::....:.:I• ii/- 1" CIA. DOT �/ / / .111 OPEN ��*��������,�����♦�♦������������� OPEN P-0 . nu_ , .:...:......:...:...:... ____ _ , , _. . .: . . . - I &1 2C 2D A OFFICES 154 CONTINUES 1 k e y p l a n S SCALE: 1/4"= 1'-0" phase Building Addition & Remodel Package date February 21, 2013 revisions ASI-005 ASI-005 ASI-005 Y AT 1-005 i • ASI-005 08/01/13 -ce ` - ' - \ i isni OPEN \ � P-1 : :l I II'I � --------A OPEN - � _ - - am_U /LLI OPEN / \ I I `. ♦� , _ I _IL cf) project# 11015 ♦�42P.-: i� � �� .♦ - - - - II i ' INTERIOR ELEVATIONS \� �� .♦� ♦ _ - -- SECTOR B Q C 1 B 13-1 1 D -4- a) : F 1-1 [ Q BC1D BCiD Fa A5 . 21 a< 0 • RECEPTION 152 N SCALE: 114"= 1' 0" LO f CCOC7 . . LEGEND. : EXPOSED &if i IKE 2x4 LAY-IN I ACOUSTICAL ECK GROUP / ACOUSTICAL CEILING i WITH EXPOSEDD ' STEEL STRUCTURE (PAINT AS NOTED) . . EXPOSED DECK Dull Olson Weekes - IBI Group , 2x2 LAY-IN ACOUSTICAL CEILING WITH EXPOSED Architects, Inc. STEEL STRUCTURE (PAINT AS NOTED) 907 SW Stark Street Portland OR 97205 USA . ..-„,;.-,., .:•_• ,, tel 503 226 6950 fax 503 273 9192 • GYPSUM CEILING METAL PANEL SOFFIT www.dowa-ibigroup.corn www.ibigroup.corn . . (PREFINISHED) . -`:":";;-..2,- -•.'-':' A . , a i \\\\ LINEAR WOOD ® 0 8 0 0 CEILING RECEIVED AUG 5 2013 I - P-1 icy-o" HEIGHT OF CITY OFTIGARD - • STRUCTURE(A.F.F) BUILDINGDWISION I . . - reD EXISTING CEILING L TRAINING • I ' 1-1-Tti OFFICE '4 ... . • , OPEN ()TS) OPEN TO STRUCTURE mama=wag 1 41mIngs ggitsso emus* , ,-,_ ,, ,,, ,':., ,--, „ 4-i,,, , , ,. ftlittal;=MGM=MN atentat=Ma ISMS EMS=mom amass sae=wawa imam aaaam Izastmea MEM an=WaSSS.COMO CM=WegtiM SIMIS MOM MIMS 446NABIS 45101830 MEM MMITirm,outardt4,k4 AwassmA.ifigattAtado WOWS ...., '-,, COME AMMO - . -,-.•,-•;,., / — \ • I E ••:', •-,1*,- -'-f:•.,i.:,:::•-;-,-';-`)=, • i 1 1 X I I I 410 -TT 1 . T T T . P-1 , \ Ft • GENERAL NOTES: - 1 SEE ELECTRICAL AND MECHANICAL DRAWINGS FOR ADDITIONAL INFORMATION I _ i _ ' 4' , // 2 I I . 1 ... I 1 A 2 a) — 1 5 SLOPED SURFACES WILL APPEAR LESS THAN TRUE LENGTH ON RCP DRAWINGS. SEE 2.13 • 1 ' —I Fi SECTIONS AND DETAILS FOR ACTUAL DIMENSIONS. 3 ALL CEILING HEIGHTS ARE FROM FINISHED FLOOR, UNLESS NOTED OTHERWISE. 0 I (E) I R (Es;0 . WEIdHTS/ 4 PAINT ROOF STRUCTURE AND EQUIPMENT WHERE CEILINGS STOP SHORT OF WALLS. E- CD AUDITORIUM 1 1 11178 If H,11.I[ ----A DT 'C I . 5 ALL EXPOSED STRUCTURE, DUCTWORK, PIPING, ETC.TO BE PAINTED P-1, UNLESS • Ce OTHERWISE NOTED. 16 I . I . 1 6 SEE ROOF PLANS FOR ADDITIONAL SKYLIGHT INFORMATION. Cli i I 1 1 I 10 I 1 I 76° I 1 I (E) SpUND 1 0 ,- ---, 1 I 1 I 1P I ( I(Y-.2,91 .,,c ..... a 7 !I I (E) sTIAGr 1 1 , at i i„.0.-.., 0 I 1 , ,60. , ..._ _ 1 .M._ 1 ____ D <IC 0 i 1 5 ...... ...= _____A___ I I . o c.) I 1 (E)STOP. II 0 I 161 1 _ ...._ . ......._ 1 - , Cf) = .....1 . . 0 Cl) ....= • I I PAINT ROOF DECI-', EXPO8ED ISKYLIG-IT(SK-1`) PROVIDE 6"TRIM ON AI__ a0, ._ SIRUCTUFRE, DUCiS, PIPI10, VOURS E1DES OI:CIDUES,TYP. 1 = Cf) =OF(8) CN — c., 1 I . EIC. ABOVE CLOL.,D TYP. I S, P-5!-TYP. - CO 1 I I 1 _ T -----*-- 1 = = a) I i T 0 . . 1 11 I I if I I I I / I 1 I i I I / I CO ct ... = II INIONOM 0 0 o 1 0 0 el 0 0 0 0 el I viiii•a PROVIDE 6"TRIM ON CO " III I 1 I , P' ,... si 144' .....----------- • ALL FOURS SIDES OF . 747.1 CIO 17: cm II (:2\ . 7---- - 1 /7- 1 .,_. ... . CLOUDS,TYP. . ,... , o I:'' 0 e •NM ....= ±10 0 I // 1 , / / / / 0 I I I i = 0 15 s... // ‘ Li , . • } 1....0 I! I _ _. _ 1 .„..,,,: - 1 I N-- I-0 I Y ri 0 I , 0 0 I \ 0 I W e). gii opA0 0 I ® 0 0 .) in IM cy y., ...,. , ...... . I ,.„• (3r) II 12-2) ,.... (2,..4): COWIN:NS (12? b ,:-• 01 - . ..11. 1, a) cr) 1 • 77)° 0 1 0 IIIINIII . 41110.6 Cl) Cr) CO CO • ci...3. iNS*. 0 0 1 0 1 IH 0 1 1 ° ., 4'-0' ..? - oI 0 ',, L,......\92.3 I I I 1 til) CD CD CD I IF 1 1 --- 1';- •„•-• 02,..0.) c1.2.2) a I . CD LO LO (-NJ ,....... ........., _ _ II e 0 4 „•:-ss ,,... 1. 1 •,:: LUMMONS 11 I 150 I 7- 1 I ---I 1 1 1 1 • ., •.;:::::: ' ' 0 0 0 0 0 0 ° 1 1 • _ ---/ j D . I . t j I I a 1 I 1 . I ,•/- PINT SOtIT&S4FFIT WALL, P-1 -TYP. 1 I 1 ._ _ PAINT ROOF DECK, EXPOSED ° I -I I 9,.GT, '‘ I I :: _ o • o 0 I 0 STRUCTURE, DUCTS,PIPING, ETC.ABOVE CLOUDS, P-5-TYP. . —1 I i0'-0* 1 I 1 I ,‘ , _ :-. "; PAINT SDFFIT& : -' SOFFIT'NALL, P-1 „.. ,_ .. _ . li z- PAINT CEILING IN '' DF NICHE, P-1 i 1 . 4' ) "P•e>y,...24 .......______ • ____ -OD Ake 0 lYP. /----i cA...o 7, -7 i --.:, , , , ---fi I , C,... ...1:41 Nla: Ur . liagg' --I .: c 1 1°1 . c ----1- 0 . 4....., t-)--) Cz••• NORMAN R. DULL CD- (24 1-3 0 A IA wi.01 X H H I dp, PORTLAND, OREG N ,,,.. .,,.. I I il mi....., 1E1 A I _ • XI , WORK ROOM I ,,...., --..., 0'-Oe' 1 581 I • - '''; OF O- ilier/ 'Y--7-- Y-- v kI (---. I ... I I ...\ i '''C ___E__E0R1 A ' , • :,, HAL ) OPEN I1o1 I A i , 1 I (22:=0)-------- i I, ,.. d-- I 1 I 154 I it , A v A V A ----1 . I RECEPTION '-'11'-0" 1 152 1 - V 1 1 0 , I • STAFF ROOM • y--- A It : - 1 157 1 r . I , 1 , , . , , . . I — -- A I 01:11141:r :17'1%'' 4:NsilICRE CE ,,,:..-.. .7,-y-,;_,,,,.=.- :- •- , -:‘, ,,- • ' ' I 00 / ic-o.... I _ . .1 .1Wir: 1-,_ :•-•:— - - - — ---ADMEN----1— HRJACCT v :.-.-1,-.- . -:... :.-_:.,.;.,.. 1 -:-?. ,t(i,i...?; „ H-:.::,1:,, :. : ...:,..:i,-'- , I ,-..- 1 790/ 1....L. P156 IX ) 1 , _ 116.41 1 \. key plan 1-"-;-, '-‘,:-:' ''-''.'..;•-•;-:,,:11.-on.,:::';',•:-.._•=r;'-j::. — 1 .1 I r :;.'-'- -;*-_, ,_:,: • ', --- -.::::* ,,'' ,:, 6-677‘o" ) i 6D Cia-01v-o. I ._.,,,. , ,.„. °' _, I .........._ 1 II I _ - i•-.....r ' LO I I GI phase Building Addition & Remodel Package .SI*-005 U '' LI__ METAL DECKING/CEILING . . 0 0 • date February 21, 2013 _ . revisions . cti 0 1RFI-054 06/21/13 - 3=1 • ifs • I I I I I I • ASI-005 08/01/13 Lk_ = C/J Cti • I 5 .- ' , 00 I I -J • , . . = LLI I (..) I5 . . • = U) 9 10 project# 11015 1 8 • (...) . . . REFLECTED CEILING PLAN Lo SECTOR B „-- cp 2,;-- <-1--0- .9-..a) -1Ei9 N-- 2 A6 gi 1 1 . . 0- _ CT),ct . Cr) . • REFLECTED CEILING PLAN SECTOR B 0 la . SCALE: 1/8"=1'-0" 04 0 • IIIP CO 0 . . 1 i , . . . , IBI• . • • DOOR SCHEDULE DOOR SCHEDULE GROUP DOOR AND RELITE FRAME co DETAILS DOOR AND RELITE FRAME co DETAILS cu Li] SIZE ' 1- D SIZE 1-- D Dull Olson Weekes - IBI Group • z z --. , "-- Architects, Inc. co co i z z 0 0 (9 1= w 0 F-' w 907 SW Stark Street Portland OR 97205 USA LU g o Wg 0 „ tel 503 226 6950 fax 503 273 9192 I-- l- vyww.dowa-ibigroup.corn www ibigrou p.corn W CO LU CO ' Lil LU -1 CO U.1 LU •_1 ca < CO < 1 1 I i W 0 11.12 C:1 I- Le 0 0 0 1- W 0 0 0 ,, = co ct 0 u) W NO L1/4 Li -L. --, TYPE MATERIAL FINISH 8 TYPE MATERIAL FINISH •(k) / REMARKS HEAD JAMB SILL NO *-; 111-.T- -±- 1-- TYPE MATERIAL FINISH 8 TYPE MATERIAL FINISH (.,/r) 1 REMARKS HEAD JAMB SILL RECEIVED . AUG 52 '3 100A 6'-0" X 7'-0" 1 3/4" 6 Aluminum MFR. IT-1 f Aluminum MFR. 01 Bollards 5/A9.32 .4/A9.32 - 135A 6-0" X 6'-8" 2" 9 Solid Core MFR. MFR. d Hollow Metal PAINT 19 Acoustic Door, Verify 14/A9.32 13/A9.32 - Entrance Wood dimensions to match existing CITYOFTIGARD 100B 6-0" X 7'-0" 1 3/4" 6 Aluminum MFR. IT-1 f Aluminum MFR. 02 Bollards 4/A9.32 41A9.32 - opening LUILDINGDIVISION Entrance 135B 3'-0" 7'-0" 2" 9 Solid Core MFR. • MFR. t Hollow Metal PAINT 20 Acoustic Door 17/A9.30 16/A9.30 101A 6'-0" .X 7'-0" 1 3/4" 10 Aluminum MFR. T-1 f Aluminum MFR. 03 4/A9.32 4/A9.32 - Wood Entrance 136A 4'-0" 6'-8" 1 3/4" 2 Hollow Metal PAINT a Hollow Metal PAINT 21 180 deg swing, Verify 7/A9.30 6/A9.30 - 101B 6-0" X 7'-0" 1 3/4" 10 Aluminum MFR. T-1 f Aluminum MFR. 03 4/A9.32 4/A9.32 - dimensions to match existing :5, ::::: Entrance opening 102B 14'41" 10'-,0" 7 Coiling Grille MFR. k MFR. 04 16/A932 19/A9.32 - 137A 3'-O" 6'-8" 1 3/4" 2 Hollow Metal PAINT a Hollow Metal PAINT 22 Verify dimensions to match 12/A9.30 11/A9.30 - 103A 3'-0" 7'-0" 1 3/4" 5 Solid Core MFR. T-1 j Hollow Metal PAINT 05 5/A9.30, 3/A9.30, 4/A9.31 existing opening Wood • 8/A9.31 5/A9.30, 138A 6'-0" X 7'-0" 1 3/4" • 2 Hollow Metal PAINT u Hollow Metal PAINT 23 180 deg swing 17/A9.30 16/A9.30 - 7/A9.31 139A 3'-0" 7'-O" 1 3/4" . 5 Solid Core MFR. T-1 h Hollow Metal PAINT 12 • 17/A9.30, 5/A9.30, 4/A9.31 104A 3'-O" 7'41" 1 3/4" 5 Solid Core MFR. T-1 j Hollow Metal PAINT 05 5/A9.30, 3/A9.30, 4/A9.31 Wood fl 10/A9.31 16/A9.30, CD Wood 8/A9.31 5/A9.30, 9/A9.31 7/A9.31 . 140A 3'-0" • 7'-0" 1 3/4" 1 Solid Core MFR. • a Hollow Metal PAINT 24 2/A9.30 1/A9.30 - 0 105A 3'-0" 7'-0" 1 3/4" 5 Solid Core MFR. T-1 j Hollow Metal PAINT 05 5/A9.30, 3/A9.30, 4/A9.31 Wood E,., Wood 8/A9.31 5/A9.30, 141A 3'-0" 7'-0" 1 3/4" 1 Solid Core MFR. t Hollow Metal PAINT 25 17/A9.30 16/A9.30 - • a) 7/A9.31 • Wood • ICe - 106A 3‘-0" 71-0" 1 3/4" 5 Solid Core MFR. T-1 j Hollow Metal PAINT 05 5/A9.30, 3/A9.30, 4/A9.31 142A 31-0" 71-0" 1 3/4" 1 Solid Core MFR. t Hollow Metal PAINT 25 17/A9.30 16/A9.30 - I Wood 8/A931 5/A9.30, Wood• C 7/A9.31 143A 3'-0" 6'-8" 1 3/4" 6 Aluminum MFR. IT-1 c Aluminum MFR. 17 Bollards, Verify dimensions to 25/A8.40 9/A8.40 - 0 . . 107A 3'-0" 7'-0" 1 3/4" 5 Solid Core MFR. T-1 j Hollow Metal PAINT 05 5/A9.30, 3/A9.30, 4/A9.31 _ Entrance match existing opening SIM SIM ... Wood 8/A9.31 5/A9.30, 143B 7'-0" 10'4)1' 7 Coiling Grille MFR. k MFR. 04 16/A9.32 24/A932 - - 7/A9.31 SIM alp ---61 , ' 108A 3'-O" T-0" 1 3/4" 5 Solid Core MFR. T-1 j Hollow Metal PAINT 05 5/A9.30, 3/A9.30, 4/A9.31 144A 31-0" 6-8" 1 3/4" 1 Solid Core MFR. (Existing) PAINT 22 Verify.dimensions to match 7/A9.30 6/A9.30 - < . 0 Wood 8/A9.31 5/A9.30, Wood existing opening 7/A9.31 145A 3'-0" 7'-0" 1 3/4" 1 Solid Core MFR. t Hollow Metal PAINT 12 • 17/A9.30 16/A930 - • ..... ...= 0 0 109A 3'-0" 7'-0" 1 3/4" 5 Solid Core MFR. T-1 j Hollow Metal PAINT 05 • 5/A9.30, 3/A9.30, 4/A9.31 • Wood 0 Wood 81A9.31 5/A9.30, . 146A 3'-O" 6'-8" 1 3/4" 1 Solid Core MFR. (Existing) PAINT 26 Verify dimensions to match 7/A9.30 6/A9.30 - .0 CD 7/A9.31 Wood existing opening (2 ...a 109B 71-0" 6-5" (Relite) T-1 p Hollow Metal PAINT Verify dimensions to match 18/A9.31 17/A9.31 16/A9.31 147A 3'-O" T-0" 1 3/4" (Existing) PAINT (Existing) PAINT 37 Verify dimensions - - - • existing opening Nor.. 0.) 147B 18'-0" 9'-0" 1 3/4" (Existing) I PAINT (Existing) PAINT 04 Verify dimensions 109C 7'-0" 5'-5" (Relite) - T-1 p Hollow Metal PAINT Verify dimensions to match 18/A9.31 17/A9.31 16/A9.31 ..0 "- co 148A 3'-0" 7'-0" 1 3/4" 1 Solid Core MFR. . t Hollow Metal PAINT 25 17/A9.30 16/A9.30 - = cNi existing opening an CN1 - Wood .. r...... . 109D T-0" 5'-5" (Relite) T-1 p Hollow Metal PAINT Verify dimensions to match 18/A9.31 17/A9.31 16/A9.31 • 149A 3'.-0" T-0" 1 3/4" 1 Solid Core MFR. (Existing) PAINT 25 Verify dimensions to match 7/A9.30 - 6/A9.30 ' - = erc= IT existing opening Wood existing opening 110A 6-0" X 7-0" 1 3/4" 6 Aluminum MFR. IT-1 f Aluminum MFR. 02 Bollards 5/A9.32 18/A8.40 - C ....., Entrance • SIM • 150A 6'-0" X 71-0" 1 3/4" 6 Aluminum MFR. IT-1 f Aluminum MFR. 02 Bollards 4/A9.32 4/A9.32 - (...) Entrance - ..,... 111A 3'-0" 7'4:)" 1 3/4" 5 Solid Core • MFR. T-1 a Hollow Metal PAINT 06 2/A9.30 1/A9.30 - CZ • 150B 6'-0" X 7'-0" 1 3/4" 6 Aluminum MFR. IT-1 f Aluminum MFR. 02 • Bollards 4/A9.32 4/A9.32 - Wood .= ....= }-- • Entrance 111B 3'-0" 7-0" 13/4" 5 Solid Core MFR. T-1 a Hollow Metal PAINT 06 2/A930 11A9.30 - 1.. 151A 3'-O" 7-0" 1 3/4" 5 Solid Core MFR. T-1 a Hollow Metal PAINT 08 2/A9.30 1/A9.40, - • • Wood -1.•-•"- ---'),--tm , , ,..., ,ri•-y-' r------)„....,-\ 112A 31-0" 7'-0" 1 3/4" 5 Solid Core MFR. T-1 j Hollow Metal PAINT 05 180 deg swing 2/A9.30, 1/A9.30, 4/A9.31 0 ei*, tii Wood 5/A9.30, 5/A9.30, 152A 211-0" 9`,-0" 7 Coiling Grille I MFR. k MFR. 04 16/A9.32 19/A9.32 - Nur -.--- Lc) ASI-005 a) swo -4 .m., -. 8 3/A9.31 2/A9.31 153A 3'-0" 7'-0" 1 3/4" 5 Solid Core MFR. T-1 a Hollow Metal PAINT 08 2/A9.30 1/A9.30 - 113A a-0" 7'-0" 1 3/4" 5 Solid Core MFR. T-1 j Hollow Metal PAINT 05 180 deg swing 2/A9.30, 1/A9.30, 4/A9.31 Wood IV '--- as "1- "I' ..... Cr") Wood 5/A9.30, 5/A9.30, • 1538 7'-2" 9'-0" (Frameless T-2 v Frameless MFR. 8/A9.32 7/A9.32 6/A9.32 (/) -41-0 ...._ 0, 0) 3/A9.31 2/A9.31 Relite) .1..di en co cs.) 114A 61-11" , 91-11" (Frame q Hollow Metal . PAINT Verify dimensions to match 20/A9.31 14/A9.31, - 154B 3'-0" X 71-0" 1 3/4" 5 Solid Core MFR. T-1 d Hollow Metal PAINT 27 180 deg swing 4/A9.30 3/A9.30 - , Only) existing opening 19/A9.31 Wood a LO Lo '114B 6'-11" 9'-11" (Frame q Hollow Metal PAINT Verify dimensions to match 20/A9.31 14/A9.31 - 155A 3'-0" 7'-0" 1 3/4" 5 Solid Core MFR. T-1 a Hollow Metal PAINT 08 2/A9.30 1/A9.30 . - co Only) . existing opening Wood 114C 6-11" 9'-11" (Frame q Hollow Metal PAINT Verify dimensions to match 20/A9.31 14/A9.31 - • 1556 13-3" • 9'-0" , (Frameless T-2 w •Frameless MFR. 8/A9.32 7/A9.32 6/A9.32 • Only) existing opening Relite) 114D 6'-11" 9'-11" (Frame q Hollow Metal PAINT Verify dimensions to match 20/A9.31 14/A9.31 - 155C 61-0" 4'-2" (Relite) I T-1 - n Hollow Metal PAINT 8/A9.31 7/A9.31 6/A9.31 Only) existing opening 156A 3'-0" 7'-0" 1 3/4" 5 Solid Core MFR: T-1 a Hollow Metal PAINT 13 2/A9.30 1/A9.30 1/A9.31 - 115A 3'-6" 7'-O" 1 3/4" 5 Solid Core MFR. T-1 a Hollow Metal PAINT 07 2/A9.30 1/A9.30 - Wood - • Wood 156B 6'-6" • 9'-0" (Frameless j....t ,*-2 v 'Frameless MFR. 8/A9.32 7/A9.32 6/A9.32 - • 115B 4'-O" 4'-O" (Relite) T-1 m Hollow Metal PAINT •3/A9.31 2/A9.31 1/A9.31 ""-‘,..,--Al J-d •••-k ./-&, ._,, litg) 1-) -}- -- -A---/- ,--A. .r-Al_..,* , A- k ,p---)1-_,-.A....,,A. "-A J- 116A 3/-0" T-0" 1 3/4" 5 Solid Core MFR. T-1 g Hollow Metal PAINT 08 2/A9.30, 1/A9.30, 4/A9.31 157A 3'-0" 7-0" 1 374" -5-- - Solid Core MFR. T-1 a Hollow Metal I AIWI --1.2"--'1\---r Wood • 5/A9.30, 5/A9.30, Wood 4.).841) •44je • v•-•_., 3/A9.31 2/A9.31 1576 3'-0" 7'-0" 1 3/4" 5 Solid Core MFR. T-1 • t Hollow Metal PAINT 12 • 180 deg swing 17/A9.30 16/A9.30 - / 117A 3'-O" 7'-O" 1 3/4" 5 Solid Core MFR. T-1 g Hollow Metal PAINT 08 2/A9.30, 1/A9.30, 4/A9.31 Wood C-T4 NORMAN R. DULL ra Wood 5/A9.30, 5/A9.30, 158A 3'-O" T-0" 1 3/4" 5 Solid Core MFR. T-1 g ;Hollow Metal PAINT 12 180 deg swing 4/A9.30, : 3/A9.30, 4/A9.31 3/A9.31 2/A9.31 Wood 8/A9.31 5/A9.30, 118A 3'-0" 7'-0" 1 3/4" 5 Solid Core MFR. T-1 j Hollow Metal PAINT 05 5/A9.30, 5/A9.30, 4/A9.31 PORTLAND,TifNOTT • Y.?) • Wood 13/A9.31 8/A9.30, 158B 3'-0" 7'-0" 1 3/4" 5 Solid Core MFR. T-1 t Hollow Metal PAINT 12 180 deg swing 17/A9.30 16/A9.30 - --7)>L, '0 12/A9.31 • Wood • OF 0 118B 10'-0" 12'-6" 1 3/4" 8 Sectional MFR. IT-2 I MFR. 04 9/A8.41 6/A8.41, - 159A 3'-O" T-0" 1 3/4" 5 Solid Core MFR. T-1 a Hollow Metal PAINT 29 2/A9.30 1/A9.30 - Overhead • 7/A8.41 Wood Door • 159B • 3'-O" T-0" 1 3/4" 5 Solid Core MFR. T-1 a Hollow Metal PAINT 29 2/A9.30 1/A9.30 - 118C 14'-0" 51-4" (Relite) T-1 r Hollow Metal PAINT 13/A9.31 12/A931 11/A9.31 Wood 119A 6'-0" X 7'-0" 1 3/4" 2 Hollow Metal PAINT u Hollow Metal PAINT 09 180 deg swing 17/A9.30 16/A9.30 - 159C 18'-6" 41-2" (Relite) T-1 s Hollow Metal PAINT 3/A9.31 2/A9.31 1/A9.31 120A 3'-O" 7'-0" 1 3/4" 5 • Solid Core MFR. T-1 j Hollow Metal PAINT 05 5/A9.30, 5/A9.30, 4/A9.31 160A 6'-0" X 7'-0" 1 3/4" 6 Aluminum MFR. IT-1 f Aluminum MFR. 02 • Bollards 4/A9.32 18/A8.40 - • Wood 13/A9.31 8/A9.30, • Entrance SIM 12/A9.31 160B 15'-4" 10'-0" 7 Coiling Grille MFR. k MFR. 04 16/A9.32 19/A9.32, - 121A 3'-0" 7'-0" 1 3/4" 5 Solid Core • MFR. T-1 j Hollow Metal PAINT 05 5/A9.30, 5/A9.30, 4/A9.31 . 24/A9.32 • . Wood 13/A9.31 8/A9.30, SIM •12/A9.31 161A 3'-6" • 7'-0" 1 3/4" (Existing) PAINT • (Existing) • PAINT 28 Verify dimensions - - 122A 31-0" T-0" 1 3/4" 5 Solid Core MFR. T-1 j Hollow Metal PAINT 05 5/A9.30, 5/A9.30, 4/A9.31 . 163A 6J-0" X 6-8" 1 3/4" (Existing) PAINT (Existing) , PAINT 30 Verify dimensions - - - Wood 13/A9.31 8/A9.30, , 1636 6'41" X 6'-8" 1 3/4" (Existing) PAINT (Existing) PAINT 34 Verify dimensions - - - 9 12/A9.31 OP ,4, 164A 3*-0" 6-8" 1 3/4" (Existing) PAINT (Existing) PAINT 36 Verify dimensions - - - 123A 6-0" X 7'-0" 1 3/4" 6 Aluminum MFR. IT-1 f Aluminum MFR. 10 4/A9.32 18/A8.40 - 17-x, ,,-,-,•••#,,,J--,41.1,,s,„ `-,,: ••7'X't7--,;%,,,,4' . 165A 4'-0" 6'-8" 1 3/4" (Existing) PAINT (Existing) PAINT 31 , Verify dimensions „•-i-',"7„41,r, --,%•4-:,..--',- 166A 6'-0" X 7'-0" 1 3/4" 4 Hollow Metal PAINT T-1 d Hollow Metal PAINT 32 Bollards 13/A8.41 12/A8.41 11/A8.41 124A 3'-0" - 7'-0" 1 3/4" 5 Solid Core MFR. T-1 j Hollow Metal PAINT 05 2/A9.30, 1/A9.30, 4/A9.31 Wood 5/A9.30, 5/A9.30, 166B 6'-O" X 7'-O" 1 3/4" 4 Hollow Metal PAINT T-1 d Hollow Metal PAINT 32 Bollards 13/A8A1 12/A8 A 1 11/A8A1 Wi,,i-AS' • 3/A9.31 2/A9.31 166C 6'-0" X 7'-0" 1 3/4" 3 Hollow Metal PAINT CG-1 e Hollow Metal PAINT 90 33 10/A9.30 8/A9.30 - key pia n • 125A 3'-0" 7'-0" 1 3/4" 5 Solid Core MFR. T-1 • j Hollow Metal PAINT 05 2/A9.30, 1/A9.30, 4/A9.31 166D 6'-O" X 7'-0" 1 3/4" 3 Hollow Metal PAINT CG-1 e Hollow Metal PAINT 90 33 10/A9.30 8/A9.30 - Wood • • 5/A9.30, 5/A9.30, 166E 6'-0" X 7'-0" 1 3/4" 4 Hollow Metal PAINT T-1 • d Hollow Metal PAINT 32 Bollards 13/A8.41 12/A8.41 11/A8.41 ' 1 3/A9.31 2/A9.31 , 166F 3'-0" 7'-0" 1 3/4" 4 Hollow Metal PAINT T-1 a Hollow Metal PAINT 32 Bollards 13/A8.41 12/A8.41 11/A8.41 7 phase Building Addition & 126A 6'-11" 9,-11" • (Frame • q , Hollow Metal PAINT 15/A9.31 14/A9.31 • - 168A 3'-O" 7'-0" 1 3/4" 2 Hollow Metal PAINT b Hollow Metal PAINT 08 9/A9.30 8/A9.30 - • Remodel Package Only) • 169A 6-0" X T-0" 1 3/4" 2 Hollow Metal PAINT d Hollow Metal PAINT 23 2/A9.30 1/A9.30 - _ 127A 6i-0" X 7'-0" 1 3/4" 6 Aluminum MFR. IT-1 f Aluminum MFR. 02 Bollards 5/A9.32 6/A8.40 - • 170A 31-0" 7'-0" 1 3/4" 2 Hollow Metal PAINT b Hollow Metal PAINT 24 9/A9.30 8/A9.30 - dF21, 2013 Entrance SIM ate ebruary id • 171A 3'-0" 7'-0" 1 3/4" 2 • Hollow Metal PAINT • a Hollow Metal PAINT 22 180 deg swing • 19/A9.30 18/A9.30 - 128A 3'-0" 7'-0" 1 3/4" 5 SolCore MFR. T-1 a Hollow Metal PAINT 12 2/A9.30 1/A9.30 - Wood 172A 3'-0" 7'-0" 1 3/4" 2 Hollow Metal PAINT b Hollow Metal PAINT 90 35 9/A9.30 8/A9.30 - revisions cti • ""' "' 173A 3-0 7-0 1 3/4 2 Hollow Metal PAINT b Hollow Metal PAINT 24 9/A9.30 8/A9.30 - 129A 3'-O" 7'-0" 1 3/4" 5 Solid Core MFR. T-1 a Hollow Metal PAINT 13 2/A9.30 1/A9.30 - • ASI-005 08/01/13 ai Wood 174A 3'-O" T-0" 1 3/4" 2 Hollow Metal PAINT b Hollow Metal PAINT 08 9/A9.30 8/A9.30 - = ' 130A 3'-0" 71-0" 1 3/4" 5 Solid Core MFR. T-1 a Hollow Metal PAINT 13 2/A9.30 1/A9.30 - 175A 3'-O" 71-0" 1 3/4" 2 Hollow Metal PAINT b Hollow Metal PAINT 90 37 9/A9.30 8/A9.30 -ci?. as Wood • 175B 6'-0" 4'-2" (Relite) • T-1 m Hollow Metal PAINT 3/A9.31 2/A9.31 1/A9.31 ::----.I • --"d 131A 3'-0" 7'-0" 1 3/4" 5 Solid Core MFR. T-1 Wood a Hollow Metal PAINT 14 2/A9.30 1/A9.30 - 176A 3'-0" 7'-0" 1 3/4" 2 .4.7.1Z_A,The.,2 - 'L,-,,r,1A/4" , ' ' . Hollow Metal PAINT a Hollow Metal PAINT 22 180 deg swing isp.v.c.. 19/A_9.30 18/A9.30 - z 131B 34-0" 71-0" _ 1 3/4" 6 Aluminum MFR. IT-1 c Aluminum MFR. 11 Bollards 7/A8.40 6/A8.40 - 179A 3'-0" T-0" 1 3/4" 5 Solid Core MFR. T-1 a Hollow Metal PAINT 08 2/A9.30 1/A9.30 - ui Entrance SIM SIM • Wood • (...)I 132A 6'-0" x 7'-0" 2" 9 Solid Core MFR. MFR. d Hollow Metal PAINT 15 Acoustic Door 12/A9.32 11/A9.32 - 1796 9'-2" 9'-0" • (Frameless • T-2 v Frameless MFR. • 8/A9.32 7/A9.32 6/A9.32 C/) project# 1 11015 = Wood Relite) • c...) 133A 3'-0" 7'-0" 1 3/4" 5 Solid Core MFR. T-1 a Hollow Metal PAINT 16 2/A9.30 1/A9.30 - 182A 3'-0" 7'-0" 1 3/4" 5 Solid Core MFR. T-1 a Hollow Metal PAINT 08 2/A9.30 1/A9.30 - DOOR SCHEDULE Lo Wood Wood N"'' • C.) 1338 3'-O" T-0" 1 3/4" 6 Aluminum MFR. IT-1 c Aluminum MFR. 11 Bollards 4/A9.32 6/A8.40 • - 182B 9'-2" 9'.-0" (Frameless T-2 v Frameless MFR. 8/A9.32 7/A9.32 6/A9.32 • M;--, EntranceSIM, Relite) • 27/A8.40 . • Lc)Z • Si M ASI-b05 .r: sei.• 134A 2'-8" 7'-0" 1 3/4" 1 Solid Core MFR. b Hollow Metal PAINT 18 • • A8 . 01 . . ,_...._< Wood Ri0 .1E' s • I 1 • . , . . . 111 I . . . . , - • ' • @,(1 IBI . . • GROUP . • • • Dull Olson Weekes - IBI Group . . Architects, Inc. . , 907 SW Stark Street Portland OR 97205 USA tel 503 226 6950 fax 503 273 9192 www.dowa-ibigroup.com www.ibigroup.corn . , . . illi I • . . RECEIVED AyUG5IG2AR013 crr0FTD . . BUILDING DIVISION , • - . . , 0) . . ma 0 , . C) • ce . . . = 0 , MIZIII . , w - , . • II NM . MO . 8 maitor 0 . A9.10 . • lkt. ....w. ..= v.- 0o) 0 . ?,-) w . w . , . . Cm) = .7 CO - EQ EQ , EQ ., EQ CD , . ilei • 4 • CD " CNI A9.10 si imm. N-- A9.10 = Cr) ce(0 ' 0 z al t---)C -. f N IX o r . _ iN. = ID IIIIMII V W 1 • 03 ' Im111110 ....4^ Z> 7N in s1/4----• z,,(-..,H N =I; .. 03 fn - W w . 0 L. .0 . • 111 I N i . ca ' , N / •an= ..a , 0 N Z 1.. LU = 0 V, N., I I •I , 1 , c..) a) -c75 . N.– ix") 0 '0 g) 7.' 8 W D H W D H W D H - ... . MCIA A Z-6" 11-2" 21-6" SC1 A 41-6" 11-1 1" 21-10" BS1A 21-6" 11-11" 21-10" • Cl') EL - . BS1B 3'-0" 11-11" 21-10" (1) -4-0 ...._ Cr) a) 4.,0 cf) co co ' . 0 Lc) Lo MCI • SCI BSI CN . ..... , ... ,-........ • • SCALE: 1/7=1'-0" . SCALE: 1/2"=1'-0" . SCALE:. 1/2"=1'-0" ' * . . w w w . . , . w EQ EQ .W W 1 EQ EQ s s s ..- s - , ' r EQ EQ , :{ EQ ., EQ .0 e ,r e 6 0 9 ' / NO SHELF AT UC2B . A9.10 1 A9.10 6 / A9.10 , A9.10 , I %, '1/4 • '1/4 A9.10 • • -1/4 m. • .1. `*‘s, C..t. 1933 ,/\ , A . . I S • a SIM i/ a A c.z.7 NORMAN R. DULL C W `. • W 0 / / \ ____N . _ _ _ ____,, / \ ,- . / > a i ,V . w N a I PORTLAND,_ _, / \ ,ee> 0 (41- 4 \ / \ LU ' C OF Ny w • \__7- / I til ___% \ • • • • •I . 7N. • \ , , W . . . \ 11 110 11/ 1 / X w (2C(0 • tr u) ce co . LU 0 z 0 z \ o / \ / ___ \ \ / / a, Ill LU L11 LI W ' LU ' LLI W w W w LLI w 1\ 1\ (0w • -(0 (f) • CD ) • \ / . \. ,/• 0 W . V V ___1 I ';• ./.7f; .-A3',40 tr W D H W D H W D H W D H W D H W D H Vkieft‘ • 11*OM UC4A 11-5" 11-2" 21-6" UC3A 21-3" 11-2" 21-6" UC2A 31-0" 11-2" 21-0" UC1 A 11-6" 11-2" 21-6" TC2A 21-10" 21-0" 71-2" TC1A 21-1 0" 21-0" 71-2" A-4,-;,p,,,,k,r4L-•atvl, '.*:.,';.YY..fthli0.-V e_yr..vgx...20r ,.7.6...7„=„smo., , _. / ,, wrevefror,F0,0 UC4B 2'-10" 1'-2" 2'-6" UC3C 31-0" 11-2" 2'-6" UC2B 3'-2" 21-0" 11-2" . TC1 B 31-0" 21-0" 7'-2" t--:14,-'1--"W" UC4C 31-0" 11-2" 21-6" UC3D 41=0" 1'-2" 2'-6" • TC1C 31-0" 2'-6" 71-2" • • I . •• UC4 UC3 0 UC2 0 UC1 TC2 TC1 0 • key pla I • n. • SCALE: 1/2"=1'-0" • • SCALE: 1/2"= -0" • • SCALE: 1/2"= 1'-0" • SCALE: 1/2"= 1'-0" _ • SCALE: 1/2"=1'-0" • • SCALE: 1/2"= 1'-0" . lb i , phase Building Addition & alGENERAL NOTES. . Remodel Package 0 A9.10 0 1. DIMENSIONS OF CABINET TYPES ARE GIVEN AS FOLLOWS: - W , vi . date February 21, 2013 W . e e i, W , W r 'W.-WIDTH OF CABINET MODULE-SEE INTERIOR ELEVATIONS . EQ , EQ , EQ , EQ , revisions "D"-DEPTH OF CABINET-SEE CABINET AXONOMETRIC VIEW FOR DIMENSION POINTS • ai Aft Iiiii . . ADD 001 03/15/13 "H"-HEIGHT OF CABINET .Allik . 0 i . as A9.10 A9.10 A9.10 A9.10 2. TYPICAL DIMENSIONS OF TOE KICK ARE GIVEN AS FOLLOWS, UNLESS ASI-005 08/01/13 SIM ' = . • . NOTED OTHERWISE: • co cti --- ., • ‘ . I— _. • 3" 1 FACE OF DOOR WHERE OCCURS .% — 0 a . — ° — 0 «, z U 11 a , • 1 FACE OF CABINET 0 _1 0 — A w /N . g a w . — 0 • o \ w TOE KICK w / 0 'N 0 _• _ w 0 - , w / ' \ ::1- FLOOR • 0 — ____ - 0 - .t. ° _____N 7 N i / ." i z a = 0 I . , I V / , • LLI , . , , 3. VERIFY ALL WIDTHS GIVEN IN THE FIELD. 0 0 — — a Z a a \ / a I ‘ w a w /- w N Z \,/ w ci) , _ ' 'Nsz- N, N. 4. VERIFY APPLIANCE SIZES PRIOR TO FABRICATIONOF CASEWORK; RUN BASEEHIND ALL I project# 11015 • APPLIANCES. • . I I CASEWORK SCHEDULE . 5. SEE INTERIOR ELEVATIONS FOR DIRECTION OF CABINET DOOR SWINGS 1.0 W D H . W D HW D H . . W D H W D H (DIRECTION OF DOOR SWINGS SHOWN ON THIS SCHEDULE ARE FOR DC2A 1'-6" 2'-6" 2'-6" DC1A 1'-6" 1'-11" 2'-10" BC3A 1'-6" 2'-6" 2'-6" BC2A • 2'-6" 1'-11" 2'-10" BCIA 2'-6" 11-11" ' 2'-10" INDICATING CABINET TYPE ONLY). M 7— • •- • • • BC2B 31-0" 11-11" 21-1 0" BCI B 21-9" 11-11" 21-10" 6. WHERE ENDS OF COUNTERTOPS W/SPLASH TERMINATES AT A WALL . or) c...) SPLASH IS TO RETURN ALONG END TO FRONT EDGE OF COUNTERTOP. cp (D BC2C 41-0" 11-11" 21-10" B I...a" 1'- 1" f... a" • i : 7.• WHERE ENDS AND SIDES OF CABINET ARE EXPOSED, END PANEL IS TO BE 7r-- Q. ' BC2D 21-5" 11-11" 21-10" B C1 D 31-2" 11-11" 21-10" FACED TO MATCH FRONT OF CABINET. • . A9 NI 0 1 co DC2 • DC1 . • BC3 0 BC2 . ASI-00 : C1 8. EXPOSED ENDS OF CABINETS TO HAVE 3"DEEP x 4"HIGH TOESPACE,TYP. • C)0 0 $ • • • C•J 0 SCALE: 1/2"=r-0" SCALE: 1/2"= 1'-0" • SCALE: 1/2"= 1'-0" • SCALE: 1/2"= 1'-0" SCALE: 1/2"=1'-0" 9. SEE FINISH LEGEND FOR PLASTIC LAMINATE COLOR&TYPE. • • I I co 0 . - SIGNAGE NOTES: • 1, ROOM SIGN LOCATIONS ARE SHOWN IN THIS PLAN ONLY EWHEN NTRY.A ROOM HAS MORE THAN ONE I i - i IBI - >r GROUP 2. SEE ELECTRICAL DRAWINGS FOR ILLUMINATED EXIT SIGNS. Dull Olson Weekes - IBI Group Architects, Inc. • •907 SW Stark Street Portland OR 97205 USA tel 503 226 6950 fax 503 273 9192 www.dowa-ibigroup.com www.ibigroup.com RECEIVED - AUG 5 2013 CITYOFTIGARD BUILDING DIVISION • LEGEND: II111111111111 - 7ZROOM NAME 10, .. Room nam E 4 7 1 101 I ROOM NUMBER 4 0 .. ._.. .. .._... I ..' __. ..1 re, u ,J CI = SIGNAGE TYPE - II \ ' y0 �MEW ®ten CCD r O ...... ..= ____.2 i , � _ � �... .gib, 0 CO '....7.t7,151,,,biol. \'-‘,, ..,_ __, .4 L4 t'Zi Inc is orrilie M 4 G tEDI o i I I I I I r. „.....7. CO -c, ,� / to se.ann t-- -1-.r.; ..-1 ',- ---i tit. _,-.y T i"._ ._...__ - "L.t,=_. -:.-. ;...-..._.....y _. --- - �� . 'L S F: - r6 I ori 9 I I 0 •=dri) r _ cm=s,r.: `= ,--. :; ,- ,, .. r - .:..,r,... ,,,,,,,,,,.0.,...-,,,,,,,,,,,,,,, •4, ..+ -r�r< z n , ... , f„ 4„� --' `:a-. . a ..= CD t ! Ir'ss mss, u ©j 1-4 ---.- - I I e (1) 0 allE3 g2 ‘71- / �JTy l� CD • U14) vaigisma 1111 �.—. I I I i l l l l l l7 a)1 Liit ; . 0 o00 0 `� . .�: T Y , - iiii If 4 i,+ gil f 4 i C jL -P- - ° C'I b lE• 5 El . . _ _ _ , �� fir? i *' i _' 1933 I NORMAN R. DULL r) r... _. ASI-005 ::::1_ .T., PORTLAND, OREGO ,,, (�— �� ID - � SIGN TYPE 7-SEE INTERIOR ELEVATIONS 3 . _ O lcJ SIGI�TYPE 7 SIGN TYPE 6-SEE INTERIOR ELEVATIONS '` �� n -SE �Zi O�j' O� 1 .x x x I x x x x INTERIOR ` �� -� -4- - - -�1- -}L - - -{'-- �{- -l- - -� -El - 4 EI E\ TIONS o �. i� 1 = - -\IIIII II di 1 I h I ! i 4 t I!i I S t I ! !l 4 , 4 I ; l t I 4 T F 1 I- -,- T _1- -n- SIGN TYPE 6-SEE . c INTERIOR ELEVATIONS �� N ❑ I V - ‘ ,_ i _,_::_ —,” 7 rrr. ,... , ---"x"-- ,., ,....- � t - :6'r0, "c i � : /�r r zr:: . ._..-..�r -...,..-.. — � NMI ,..:..... _.,..... ; t -...— I�=" %shr / {%s'i'x �sf" y s, • 4o n `}'`sl ,�j.1 li z�%r r''r lXi /y"'i' .. {,r v _ 'A f�J/ate' l �'" fi00. moi' / �j-f J.g } 4Y%v ��F rq,,- -,f - }�' - 7} }T ,{ - �} }r - T SIGN TYPE 6-SEE — � 4 `¢ INTERIORig Pja ` ; 0 w01 ELEVATIONS •;,,. F `�r>r. r, -'� ter`. ° g ° k e y p l a n phase Building Addition & Remodel Package date February 21, 2013 revisions 6 E ASI-005 08/01/13 w 73 co ni t-i z U 1 co project# 11015 o SIGNAGE PLAN 'in- .-- - .5.: gi M PLAN No SCALE: 1/16 -1`-0•• .:O, ;ot:>N> -F�;tA. 'pz,F4;i!,. to-. ;.:� mak.; M: