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Plans (8) BU P2013 -00053 2 of 2 VVestside ristian ■ Addition - Remodel R,, ,,,ED Westside Christian HighSchool ■ MAR 6 2413 4565 Carman Drive \/\Iests Ide Christian c i 00 • ciTyOFTIGtARa Lake Oswego, Oregon 97035 t: (503) 697-4711 f: (503)697-4605 • 8200 SW Pfaffle Street , architect Dull Olson Weekes - IBI Group Architects Inc. 907 SW Stark Street - Portland, Oregon 97205 t: (503) 226 6950 f: (503) 273 9192 civil engineer CONTENTS KPFF Consulting Engineers 111 SW 5th Avenue, Suite 2500 Portland, Oregon 97204 ARCHITECTURAL MECHANICAL t: (503) 227 3251 f: (503) 227 7980 A0.01 CODE ANALYSIS -ALLOWABLE AREA A5.10 INTERIOR ELEVATIONS SECTOR A MO.1 HVAC SCHEDULES landscape architect ....'. y ys'a .. •••• Atlas Landscape Architecture A0.02 CODE ANALYSIS - EXITING AND PLUMBING FIXTURE A5.11 INTERIOR ELEVATIONS SECTOR A MO.2 HVAC SCHEDULES - � ':; ,� =�� .- A0.03 EXTERIOR WALL TYPES A5:12 INTERIOR ELEVATIONS SECTOR A M2.1 HVAC FLOOR PLAN AREA'A' wl -4 � � 320 SW 6th Avenue, Suite 300 �'" "' Portland, Oregon 97204 A0,04 INTERIOR WALL TYPES A5.13 INTERIOR ELEVATIONS SECTOR A M2.2 HVAC FLOOR PLAN -AREA'B' - -.• --: t: (503) 224 5238 f: (503) 224 5239 A5.14 INTERIOR ELEVATIONS SECTOR A M2.3 HVAC FLOOR PLAN -AREA 'C' Y ._ _ ._. . . IN-L.-- "' ''Milli A2.01 FLOOR PLAN OVERALL A5.15 INTERIOR ELEVATIONS SECTOR A M2.4 GAS PIPING PLAN = ild ...„.0 - _ A2.03 ROOF PLAN OVERALL A5.16 INTERIOR ELEVATIONS SECTOR A M2,5 HVAC ROOF PLAN7- • • ,.,� structuralengineer er ittili. A2.10 FLOOR PLAN SECTOR A A5.17 INTERIOR ELEVATIONS SECTOR A M6.1 HVAC DETAILS KPFF Consulting Engineers .. � 111 SW 5th Avenue, Suite 2500 A2.11 FLOOR PLAN SECTOR B A5.20 INTERIOR ELEVATIONS SECTOR B - -:: A2.12 FLOOR PLAN SECTOR C A5.21 INTERIOR ELEVATIONS SECTOR B Portland, Oregon 972Q4 t: (503) 227 3251 f: (503) 227 7980 A2.20 ROOF PLAN SECTOR A A5.22 INTERIOR ELEVATIONS SECTOR B A2.21 ROOF PLAN SECTOR B A5.30 INTERIOR ELEVATIONS SECTOR C A2.22 ROOF PLAN SECTOR C A5.31 INTERIOR ELEVATIONS SECTOR C mechanical han�cal con HVAC Inc A3.01 EXTERIOR ELEVATIONS OVERALL A6.10 REFLECTED CEILING PLAN SECTOR A ' f ""- . F �"` � 5138 International r �m �� • ,ys �r bTWay A3.10 EXTERIOR ELEVATIONS SECTOR A A6.11 REFLECTED CEILING PLAN SECTOR B - 1. �'"A5Si '? Milwaukee OR 97222 ELECTRICAL aFNy • • (503) ( ) A3.11 EXTERIOR ELEVATIONS SECTOR A A6.12 REFLECTED CEILING PLAN SECTOR C 5 k �I ry t' 462 6555 f: 503 462 4822 ti IFfi,�i �YI'YI ,Jw�IIWIiI�ImmIdil�pillld�illllllll lll��w��lei trrtit 1 j.fix iy�'- A3.12 EXTERIOR ELEVATIONS SECTOR B ' • �: ' �.' � A3.13 EXTERIOR ELEVATIONS SECTOR C A8.01 DOOR SCHEDULE E0.01 ELECTRICAL TITLE SHEET '77:::.,71..,::!..;.,,,,;;; 17:1.,,...:;''':i..::,;77- 3 . ..... P" : :. 4,,, 'C 9 'E. 6 SZ ,;,• j...._.._.. :, „• N.....• - min " �, � ,��x��Y� „ • • • .:. -. •. ._... ': ,, , electrical 1 A3.20 BUILDING SECTIONS A8.02 DOOR AND FRAME TYPES E0.02 LIGHTING FIXTURE LIST �t f, I,,� ih A3.21 BUILDING SECTIONS A8.03 STOREFRONT TYPESama __ __.-- ___: :; lowvoltage contractor Oregon ElectricConstruction Inc. A3.22 BUILDING SECTIONS A8.10 EXTERIOR DETAILS E1.00 SITE PLAN • y , ego 1010 SE 11 th Ave. A3.23 BUILDING SECTIONS A8.11 EXT WALL DETAILS I •• ,. Portland OR 97214 A3.24 BUILDING SECTIONS A8.20 ROOF DETAILS E2.10 FLOOR PLAN SECTOR A POWER & SIGNAL • I t: (503) 234 9900 f: (503) 2341001 A3.30 WALL SECTIONS A8.21 ROOF DETAILS E2.11 FLOOR PLAN SECTOR B POWER & SIGNAL .. i : A3.31 WALL SECTIONS A8.31 CANOPY DETAILS E2.12 FLOOR PLAN SECTOR C POWER & SIGNAL - '" �- � L ` -- 1,.......,....:-� �:... plumbing contractor A3.32 WALL SECTIONS A8,32 CANOPY BID ALT#1 • - -" . "R �<`,{, ,„ : .:w: ., "_ Tapani Plumbing Inc. A3,33 WALL SECTIONS A8,40 STOREFRONT DETAILS E3.01 ONE-LINE DIAGRAM AND LOAD SUMMARY 2103 SE 12th Ave: A3.34 WALL SECTIONS A8.41 WINDOW FLASHING DTLS Battleground WA 98604 A3.35 WALL SECTIONS E6.10 FLOOR PLAN SECTOR A LIGHTING • t: (360) 687 3983 f: (360)687 8147 A9.01 CASEWORK SCHEDULE E6.11 FLOOR PLAN SECTOR B LIGHTING A4.10 FINISH FLOOR PLAN SECTOR A A9.10 CASEWORK DETAILS E6.12 FLOOR PLAN SECTOR C LIGHTING I ` A4.11 FINISH FLOOR PLAN SECTOR B A9.20 INTERIOR DETAILS A4.12 FINISH FLOOR PLAN SECTOR C A9.21 INTERIOR DETAILS CITY OF TIG • Approved.41a2:)1110 ...,[ t A� r A4.30 GYMNASIUM STRIPING PLANS A9.22 INTERIOR DETAILS . y di < �" Conditionally Approved [ ] A4.50 ENLARGED TOILET PLANS AND ELEVATIONS A9,30 DOOR & RELITE DETAILS See Letter to:Follow....,.,.,.. [ ] Pow : A4.51 ENLARGED TOILET PLANS AND ELEVATIONS A9.31 DOOR & RELITE DETAILS . Attached... . I ] ' • Permit Number: 4�(, l A9.32 DOOR & RELITE DETAILS PLUMBING Ad. ,_: �..� Ohl ,,,, ' A9.40 SIGNAGE PLAN By: C,b4 'Date: 'TM _ --rq G C.P-AcC A9.41 SIGNAGE SCHEDULE & DETAILS • APPROVED MANS NOTE: PLUMBING DRAWINGS WERE INCLUDED IN THE )tNCt. UN•ATTACITEDI FOUNDATION PACKAGE ISSUED ON DECEMBER 13, 2012 REVIEWED FOR PECEF'tCAT1UN s .�STRUCTURAL CALM CODE COMPLIANCE 'r� REPORT sc rpocuMlEvrs BID ALTERNATES: Approved pians 1. CANOPY AT SOUTH OF COMMONS shall be on job site. 2. ADD R-20 ROOF INSULATION TO EXISTING ROOF 3. REROOFING OF EXISTING ROOF AND PROVIDE ALL RECOMMENDED ROOF WALK PADS 4. PROVIDE MAIN WATER LINE AND HOSE BIBS FOR IRRIGATION Final inspection approval is 5. PROVIDE FULL IRRIGATION SYSTEM required prior to occupancy. 6. PLAZA AT SOUTH OF COMMONS OFFICE COPY ,leCt IBI GROUP ARCHITECTURAL ABBREVIATIONS ARCHITECTURAL SYMBOLS VICINITY MAP PROJECT NORTH & AND (E) EXISTING INSUL INSULATION R RADIUS W/ WITH .I A AB ANCHOR BOLT EA EACH INT INTERIOR RD ROOF DRAIN W/O WITHOUT DRAWING u, ORIENTATION GRID LINE w s+rrP',re3t" 5'ddAue"at 3�ns� nafr Gnartt?a,it+ S,vE ACT ACOUSTICAL CEILING TILE EF EXHAUST FAN REF REFERENCE WC WATER CLOSET • ,S,4„Wf. h r P NORTH �_ ADD ADDENDUM EJ EXPANSION JOINT JAN JANITOR REFR REFRIGERATOR WD WOOD _ - SNi^hear Lr (1T'i"r ::^�. .. 4°1 ST.:uC4 5T i Shi'SQfuGP 51 4 r AESS ARCHITECTURAL EXPOSED EL ELEVATION JT JOINT REQ'D REQUIRED WF WIDE FLANGE 110 �__ . ti y�t ,,,,,,,y; Th- STRUCTURAL STEEL ELEC ELECTRICAL JST JOIST REV REVISE OR REVISION WH WATER HEATER TRUE NORTH as s c�` j` AFF ABOVE FINISH FLOOR EOS EDGE OF SLAB RM ROOM WP WATERPROOFING is., -0wvMs"' Room name SVC Steve Sl ALS AREA LIGHT STANDARD ENGR ENGINEER L LENGTH RO ROUGH OPENING WRB WEATHER-RESISTIVE BARRIER Q„); s f ALUM ALUMINUM EQ EQUAL LAV LAVATORY RCP REFLECTED CEILING PLAN WT WEIGHT 101 ROOM NAME & 51M SIM ' �, �. (40,„," 5 r ANOD ANODIZED EQUIP EQUIPMENT LB LAG BOLT NUMBER a a BUILDING SECTION s ',. z i. reser:. ES EACH SIDE LKR LOCKER SAHTS SELF ADHERED HIGH A101 A101 ;r`North[�arnra sr ; $ do ..reat; 4 m ,-*m• c mrTrtnrti, .."y. .k.- BD BD BOARD EW EACH WAY LS LANDSCAPING TEMPERATURE SHEET "` `{ _-4 °. BLDG BUILDING EXP EXPANSION LVR LOUVER SAM SELF-ADHERED MEMBRANE CA) STOREFRONT OR � � < �� p $fBLKG BLOCKING EXT EXTERIOR SC SOLID COREgRd „t� f; saufFtare�t - 3acEcrar �� BM BENCH MARK MAIL MATERIAL SECT SECTION WINDOW TYPE SIM Y rr, 0,an 5A,'Ha-neo.at SS^;hlritti:sf �riaTeimcti �t BOT BOTTOM FA FIRE ALARM MB MARKERBOARD SF SQUARE FOOT WALL SECTION sw U KEYNOTE REFERENCE �� ' sr +nlhtJri BTWN BETWEEN FD FLOOR DRAIN MAX MAXIMUM SHTG SHEATHING © F4��A �r4 < .�.., FDN FOUNDATION MECH MECHANICAL SHWR SHOWER : C CHANNEL FE FIRE EXTINGUISHER MED MEDIUM SHT SHEET $ a t n b3 3' O 0 B CATCH BASIN FEC FIRE EXTINGUISHER CABINET MEZZ MEZZANINE SIM SIMILAR SIM g' < '94c, "� ;,5 " :ti'vcs, t et U - ry h. E� 0- CB S rn G' 2, v p C 1 DETAIL SECTION7:::::tt.„4, u, ` a %rrriwe'.Rsaeu tS�ato fir/ CG CORNER GUARD FECB FIRE EXTINGUISHER CABINET W/ MFR MANUFACTURER SJ SEISMIC JOINT CEILING PLANE HEIGHT N x A101 �'' civ CxrRmoL1tn S[ ,'CIP CAST IN PLACE CONCRETE BLANKET MIN MINIMUM SM SHEET METAL �, 0p ALL REFERENCES TO r to•..' F .etigitO,C, Ce CLG CEILING FF FINISH FLOOR MIR MIRROR SQ SQUARE FINISH FLOOR � ". t~Ast, rnCLR CLEAR FIN FINISH MISC MISCELLANEOUS SS STAINLESS STEEL ELEVATION -` sr .-2 -L''0 Mulr�` S¢ 'p°`¢ CJ CONTROL JOINT FL FLOOR MTD MOUNTED STD STANDARD `s, Tigard � ` _ CMU CONCRETE MASONRY UNIT FO FACE OF MTL METAL STL STEEL INTERIOR FINISH TYPE A3.01 1 EXTERIOR ELEVATION 9 .;i' " v v 7 � t 0 �' trKrnfcsa Ws s Ctag" CONT CONTINUOUS FOC FACE OF CONCRETE STOR STORAGE TB-1 :3: ;�,+� . �z c n • Q CORR CORRIDOR FOF FACE OF FINISH (N) NEW STRUCT STRUCTUAL �Q"' Yy� 5� �'t'e�' i " a S N ' cay Rarr ro. ,e sr so t s oak CR CLASSROOM FOM FACE OF MASONRY NA NOT APPLICABLE SUSP SUSPENDEDcreek CSJ CONSTRUCTION JOINT FOS FACE OF STUDE NIC NOT IN CONTRACT f4.1,.,,,,,,.:. �An�' '� Y�erhFlrerl�uh �yjt ;3eor -Dz r U-0" HORIZONTAL ELEVATION 1A for 1$4hu,E"�' s univ�r #y.Portta-rd e. "„, - (y CSMT CASEMENT FRT FIRE RETARDANT TREATED NOM NOMINAL TIM TO MATCH w•,• fi^r�rYerNelrQar�E CT CERAMIC TILE FTG FOOTING NTS NOT TO SCALE T TEMPERED GLAZING B.O.D. PLANE HEIGHT-ALL 4, �� ss c u St,thru.>k Cir. CTR CENTER FURR FURRING TEL TELEPHONE REFERENCES TO F.F.E. ter' S y $� Ntiv molar °,r'` i- r 1y Dr CENTERLINE OA OVERALL T&G TONGUE AND GROOVE 1 D A5.01 1 B INTERIOR ELEVATION yrs _ • ' _ CO ^ry�r ,,,N_.. i 4q .`W�i-t'�R!81d Si 7sJffi.Vaart[jr GA GAUGE DC ON CENTER THK THICK 0'-01' �� N _ fr L t SPOT ELEVATION -ALL 0 Cti DBL DOUBLE GALV GALVANIZED OD OVERFLOW DRAIN TO TOP OF T.O.W T�n to • mraiii; rk::bnt,-r 0 - REFERENCESTOF.F.E. 1C .0t" DTL DETAIL GB GRAB BAR OD OUTSIDE DIAMETER TOO TOP OF DECK ii�raesu� Mar € e3 Ot II- DF DRINKING FOUNTAIN GC GENERAL CONTRACTOR OFCI OWNER FURNISHED CONTRACTOR TOS TOP OF STRUCTURE - "" "n``` ineraaap � DoT vdast rte, DIA DIAMETER GL GLASS INSTALLED TJ TOOL JOINT Al WALL TYPE WITH FIRE r-- -1 , - .2. ..,. pi•a.. = DIAG DIAGONAL GND GROUND OFOI OWNER FURNISHED OWNER TP TOILET PAPER 8 AND STC RATING 1 DETAIL Cr) cn DIM DIMENSION GVP GYPSUM VENEER PLASTER INSTALLED TS TUBE STEEL WHERE APPLICABLE - J A101 � DISP DISPENSER GWB GYPSUM WALL BOARD OH OVERHEAD JI DN DOWN OPNG OPENING UNFIN UNFINISHED 9Y 1�! ESTSIDE CHRISTIAN ,an DP DAMPROOFING HB HOSE BIB OPP OPPOSITE UNO UNLESS NOTED OTHERWISE DOOR NUMBER SEE DR DOOR HC HANDICAP DOOR SCHEDULE REV# HIGH SCHOOL = DS DOWN SPOUT HM HOLLOW METAL PL PROPERTY LINE VB VAPOR BARRIER Z DWG DRAWING HPC HIGH PERFORMANCE COATING PLAS PLASTER VERT VERTICAL ' REVISION CLOUD LLJ U HSS HOLLOW STRUCTURAL STEEL PLYWD PLYWOOD VEST VESTIBULE C13 I HVAC HEATING,VENTILATION AND AIR PSF PER SQUARE FOOT VFY VERIFY AE20$ ct• Cl) CONDITIONING PT PRESSURE TREATED RELITE NUMBER SEE ••. (1) = PVMT PAVEMENT I' it RELITE SCHEDULE N t C LC) V o iii 13 Q U ■. o ■ ■ ■ ■ ) ,,,,,, ,,, ..... .0, 0 0,(Buildingionemseaccae CO U • LEGEND: . TWO-HOUR FIRE WALL ASSEMBLY_ . ��'cm rm _�:zs ��4; Z3 05.mi' IBIea GROUP 0; . Ta.; �, r,5=AT-0 ,;;�,, ,v,. ,,,, ONE HOUR SMOKE BARRIER ASSEMBLY 20 MINUTE RATED OPENINGS • Q•••Q4•4+t4Q.t•••t.+**tt******* **+* I NCI DENTAL USE AREA PER TABLE 508.2.5- Dull Olson Weekes - IBI Group • •••Q•••••••••••••••••••••••••:44��4%s:4.* PARTITIONS SHALL EXTEND TO FLOOR/CEILING OR p i4i:.4•4P p•••iii*iii:i+ii+i•i•i ROOF ASSEMBLY TO PREVENT THE PASSAGE OF Architects, Inc. •••��.V.** ••••44•��••••��•ir • SMOKE AND ALL DOORS SHALL BE SELF-CLOSING. ••••••••••••••••••••••••••••••••*40 41•% I-HOUR NOT REQUIRED IF SPRI NKLE RE D. 907 SW Stark Street Portland OR 97205 USA 1 tel 503 226 6950 fax 503 273 9192 PROPOSED BUILDING ADDITIONS vvww.dowa-ibigroup.com www.ibigroup.com ALLOWABLE AREA ANALYSIS • EXISTING BUILDING: SUMMARY: BUILDING IS A ONE-STORY TYPE'E'OCCUPANCY, NONCOMBUSTIBLE • CONSTRUCTION. THERE IS AN AUTOMATIC FIRE SPRINKLER SYSTEM THROUGHOUT PER OSSC 2010, SECTON 903.3.1.1. USE&OCCUPANCY: GROUP E: CONSISTING OF GENERAL CLASSROOMS, CAFETERIA/COMMONS, OFFICES AND ADMINISTRATION. (NOTE:ASSEMBLY USE AREAS ARE ACCESSORY TO GROUP E OCCUPANCY PER OSSC 2010, SECTION 303.1, EXCEPTION 4) CONSTRUCTION TYPE: I I-B(TABLE 503) --"\--n ALLOWABLE HEIGHT: 55'(TABLE 503) +20' (504.2) = 75' ALLOWABLE NUMBER OF STORIES: ma °[ (1' ! 2(TABLE 503) + 1 (504.2) = 3 0 ;:;;M:;; STORIES: EV/ / 1 , ////// / s 2010, TABLE 503/ .iiie,, / , • Li 41ite AREA MODIFICATION PER FLOOR: (PER OSSC 2010 SECTION 506) . I . 1 I/ i it<__ __ _ , 4# ' / . 1 It = Cp - 0.25 30 = 1,110 0.25 = 1 0.25 1 = 0.7530 •- is = 300 PERCENT (PER OSSC 2010, SECTION 506.3, ONE STORY)/ GROUP E OCCUPANCY TOTAL ALLOWABLE PER FLOOR: o /H.. 1/ _ _ Q o /Olef17(//—//- ' Aa = At + 'fit l P + [At I = 14,500 + [14,500 x 0.75 + 14,500 x 31 = 68,875 SF 0 . A/ __ .__ 411, t ,H v 1si A. EXISTING AREA COMPARED TO ACTUAL ALLOWABLE(Aa) V , or 7.1", vir EXISTING AREA=35,965 SF COMPARED TO 68,875 SF (Aa) ` ill � '��` I EXISTING AREA IS LESS THAN ALLOWABLE THEREFORE MEETS CODE WU ..5) REQUIREMENTS. / /77 = .. or) '' 7112-1 -, lity _ ;' . I 1 41, ALLOWABLE AREA ANALYSIS• 1 7 : = Cr) / EXISTING BUILDING + ADDITIONS: (_� ct u'yo.\�a y I - O r t I .�� `J-_ ri I�:JL_S�� .. .�_.I_ L rl - -. r r�� r t.__ � r __ /01)/Pli __ - SUMMARY �� ^ '�' BUILDING ADDITIONS ARE ONE-STORY WITH AUTOMATIC FIRE SPRINKLER SYSTEM }. - . (LS! • trTHROUGHOUT. i„�w �_4 '.� / USE&OCCUPANCY: ■i- - - - - - - - - - - - - GROUP E: EXISTING PLUS LIBRARY, SCIENCE CLASSROOMS,AND GYMNASIUM. r ,/A , CONSTRUCTION TYPE: v -+t`/4 �I I p a II-B(TABLE 503) - _ , I .. r O I I 1. 7",.. , �! ALLOWABLE HEIGHT: {� CO I' !I 55'(TABLE 503) + 20'(504.2) = 75' -— as � 117-....;� ALLOWABLE NUMBER OF STORIES: COf� 0) O7 aZil IM ( r ,. 2 (TABLE 503+ 1 (504.2) = 3 ‘W Cr) co co �r �' ACTILFILESO3 AL I CNI ALL COUPTVARD �tii0 AREA MODIFICATION PER FLOOR: PER OSSC 2010 SECTION 506 ) _ . /., ' f 1 ' � m=i I f = Li - 0.25 W = 1.362 _ 0.25 30 _ 1 - 0.25 1 = 0.75 _//: - - 7 ••••••�i•�► •••di•••i / P 30 1,362 30 "` �1 ( Is = 300 PERCENT(PER OSSC 2010, SECTION 506.3, ONE STORY) f I ; il ul 1 1-1 it } 1 I • GROUP E OCCUPANCY-TOTAL ALLOWABLE PER FLOOR: 2 I: �/� " " Aa = At + [At Id + [At Is� = 14,500 + [14,500 x 0.75- + [141 Irk ,500 x 31 = 68,875 SF Yl -_ TOTAL BUILDING W/ ��-ti) �~� i 1 2 ir ,• _° BUILDING AREA COMPARED TO ACTUAL ALLOWABLE(Aa) n f� -k____ 1 ADDITIONS 1933 EXISTING BUILDING (35,965 SF) + PROPOSED ADDITIONS(6,089 SF+ 18,963 SF) - ORMAN R. DULL r �. A 61,017 SF. �O� 61 017 SF<68,875 SFA THEREFORE MEETS CODE REQUIREMENTS.i ri 1 �� _._ _ 79 SF 1-3 ti PORTLAND, OREGGItl. • I / —1-1 I I I VII 1 I-1,I I I , I 1 , 1 1 1 1 1 I f - �n--u LA - ' r .(; . ,,c Y OF 0.�`�f`Y� . I /7.,r I / x x x x x z ' of — �. V IIll ! ltr [ 111111llillll III lI111 I�l1l11l11l1ll1l �- ''^\y 1 / •{ / j I€I. ,] if A' J A ii.,:;;,;„%" 5•'.4-, l'ill' r....-_ T .... z� .,...� ^.. f,amu 13 D ii:4*-4040 i;44 L .I / / / F brig - ^ 444 L_ r s o o key plan C,) _iI phase Building Addition & Remodel Package z LLI 0ADDITION A: ADDITION B: date February 21 , 2013 SCIENCE/LIBRARY ADDITIONdeEXISTING BUILDING (LESS DEMOLISHED PORTION) GYM/WEIGHTS&FITNESS/COMMONS ADDITION• = 6,089 SF 35,965 SF 18,963 SF revisions U u) r 66 c - - - - - C4 ".fn 5- 0 70 7 project# 11015 0 • CODE ANALYSIS - • LO ALLOWABLE AREA .,— CLN- 12N- r cv Lc)7 U OO-� 6 79 LO 0 Co Q . AO . 0 1 ALLOWABLE AREA PLAN Q SCALE: 1116 = 1'-e" (V--- C--SI U LEGEND: AREA(SF) OCC. LOAD FACTOR IBIROOM NAME _ TABLE 1004.1.2 , (Code Definition) I GROUP 1980 20 I I - 149 1 I - OCCUPANTS t f#OF EXITS REQUIRED Dull Olson Weekes - IBI Group *(CUMULATIVE EXITS) •• Architects, Inc. 0 NUMBER OF OCCUPANTS IMTH DIRECTION OF TRAVEL 907 SW Stark Street Portland OR 97205 USA ACCESSORY USE TO PRIMARY ADJACENT ROOM- tel 503 226 6950 fax 503 273 91 92 * OCCUPANTS NOT COUNTED FOR EXITING www.dowa-ibigroup.com www.ibigroup.com XX' 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 • FEC-X FIRE EXTINGUISHER CABINET (SEE SPECIFICATION FOR TYPE) EXIT TYPE LEGEND (TABLE 1005. 1 ) EXIT OCCUPANT REQUIRED PROVIDED LOAD WIDTH WIDTH NOTES 010' (INCHES)* (INCHES)*** A 646 130 132 SEE CALCULATIONS THIS SHEET B 188 38 66 C 124 25 33 COMMONS(141)+ CLASSROOMS(142) + i -w D 330 66 66 MUSIC (47) ma E 26 5 33 32" MINIMUM PER 1008.1.1 0 E / --\___ F 13 3 33 32"MINIMUM PER 1008.1.1 CD -- - t__ G 483 97 99 SEE CALCULATIONS I H J It H 330 66 66 SEE CALCULATIONS C I XI • i 1 300 60 132.110 L__ u J I ■� . J 330 66 66 SEE CALCULATIONS ma K 322 66 66 GYMNASIUM(300)+ FITNESS(22) a � * 0 _____.____W y`, L 330 66 66 COMMONS 0 _ ` I � l �J * ,, M 330 66 66 32" MINIMUM PER 1008.1.1 O CO GYMNASIUM I (assembly) C 10307...L..---7 _ __._... ". , WORK ROOM F *REQUIRED WIDTH WITH SPRINKLER SYSTEM(PER 1005.1)ASSUMED (business) 1441 4 �► �" • OCCUPANT LOAD X 0.2= MINIMUM WIDTH IN INCHES(32"MINIMUM PER 1008.1.1) Co 1 176 1 100 rT ti _' N 2 1 **NO ASSEMBLY MAIN EXIT-EQUAL DISTRIBUTED EXITS PER 1028.2 EXCEPTION CN .4 E. !` OFFICE " ***BASED ON 33"CLEAR FOR 36"WIDE DOOR �■ = 0) OFFICE (business) i (business) 90 100 CU 8875 100 1 1 . • * * PLUMBING FIXTURE COUNT = . 0 1 1 C'' 1 1 1 T w u■r■ v 1 '~• ASSEMBLY AREAS ARE OCCUPIED, DURING SCHOOL HOURS, BY STUDENTS ., S. 0) D ■ E a , F a a , * = AND STAFF WHO ARE ALREADY TAKEN INTO ACCOUNT WITH THE GROUP E �� i— * * ° - E 0 G , , TOTALS. ADDITIONAL FIXTURES FOR THESE ASSEMBLY SPACES FOR L - Ir, ' E r ' I I ,._ .� ' _ _---- • r . _ �, OFFICE DAYTIME USE IS CONSIDERED REDUNDANT. SEE THE CALCULATIONS r , a) ((business)) BELOW FOR AFTER-HOURS USE. v a) T --�•- •� -tea T / �r .._. .... :_._._ _._.. - - "ZT T �� 'El • •' 1 i� ! �.._............ ..... 152 2100 a) 0 • FEC-1 ® I I 2 1 TOTAL OCCUPANTS OF GROUP E o ° v FEC-3 : CLASSROOMS= 12,485 SF/50 SF PER OCC. =250 1 N Li. FEC-3•,j 1 250 NTS x 112= 125 OCCUPANTS OF EACH GENDER ) 73 - ART ROOM i PHYSICS CLASSROOM CLASSROOM CBC NURSERY CBC OFFICES * I _ `— CO " ' _ (classroom) (classroom) (classroom) (classroom) (I) (classroom) (business) lr l/ V �� STAFF=39 x 1/2= 18 STAFF OF EACH GENDER 917 20 770 20 749 20 b 677 20 1014 20 1333 100 .1“..1.- - ci) -F--+ rn rn r 1 41 .6 1 �� 39 1 I 39 1 34 1 51 2 13 1 I I WATER CLOSETS LAVATORIES DF'S coco c.o ♦ C"7 M _ GROUP E a) ♦ o 0 0 ♦ I_._.r._JI I (STUDENT USE) W f * �' ♦` * I WEIGHTS/FITNESS MALE FEMALE MALE FEMALE °� ® _ ♦ (exercise) (1 PER 40) (1 PER 30) (1 PER 40) (1 PER 40) 1 PER CO }, ..F,.: r I I I I (E) STAGE• ° ` FLOOR (� !I II J I 'r— —,' 't p * ; ♦` 11094 50 FEC-1 I I 135' MUSIC CLASSROOM I ♦ I 22 1 = FIXTU WATER CLOSETS 5 8 4 7 0 1 D8' I L-.1 -, (classroom) I 988 15 ° / C i I 938 20 I 67 2 ♦♦\ * * _ © URINALS 3 - COURTYARD I 47 1 , o / (E)AUDITORIUM ♦ 0 UNISEX II (E) MECH/ELEC �L1 I I ♦♦ O SECURITY GATE-NOT - (classroom) equipmentroom) 2544 7 ♦ - cc I PART OF REQUIRED (mechanical * 0 / ` EXIT PATH I 570 20 I 1 400 300 j 365 2 I ♦♦ Cf),---- * - ® LAVATORIES 8 8 4 7 I I I 1 1 • , - 29 1 I - , I ♦, L-.. K ! DRINKING FOUNTAINS 3 1� f _= SMALL GROUP = . .,- rr___r_- r T T '-- 1 ♦ , (business) II FEC 1 • [ \�'I liAI I Ili / )41: E WATER CLOSETS LAVATORIES DF'S 89 100 * _ (E) KITCHEN ° STORAGE L �' ` GROUP E � �� j'�r ♦ (STAFF USE) 1 1 II CLASSROOM CLASSROOM _. 625 20D I� ♦` 88' L MALE FEMALE MALE FEMALE �} (classroom) (classroom) I 582 300 h " * I ' 3 1 i / ° 2:16 35 2:16 35 (1 PER 40) (1 PER 40) 1 PER �~ }933 -t'} LIBRARY 2 1 111 / SECURITY GATE- NOT : FLOOR w NORMAN R. DULL ("1 (stacks) I 719 20 721 20 I _ COMMONS PART OF REQUIRED FIXTURES REQUIRED 2 2 1 1 x 36 I 1 36 1 1 "Ml (assembly) EXIT PATH 2291 100 r- I i��• �� 5850 7 WATER CLOSETS r -�� .-* r la 1 =a URINALS �� PORTLAND, OREGUN • 23 I 1 # 1 i 845 I 4 a- s a .?' , - • ,,, I LARGE GROUP ROOM / o UNISEX I 5 5 `S� CA'''' 'C (business)1. r* ,, * ti �i / 5 OF h, ) w I 375 100 - `' �� j CONFERENCE CONFERENCEcc i `� I I 4 1 - * - ' * * ; (business) (business) LAVATORIES ��. 1171717177-111- (l• L a 1 Q1 �� 0 / 78 15 T—I 229 15 - I DRINKING FOUNTAINS 3 141' I FEC-1 TO EXIT 'D' // I 5 1 15 f 1 FEC-1 ® M __ • FOR AFTER-HOURS USE,THE FOLLOWING REQUIREMENT OF FIXTURES SHALL _11SECURITY GATE-NOT 1 c'' 298' / • BE AVAILABLE: ez / PART OF REQUIRED SEC Y /(r I I = _ ' p `� ' _ 4L - 44 - -� - 4 -}L -- 441 -- ' 0 1 PA- =. QUIRED 145' .- I - EXIT PATH ii -- T FATH µWORK ROOM L _ H TOTAL OCCUPANTS GYMNASIUM ` • SCIENCE U E „ ii „ (�ii , i , i , , , i , , , i it 4 , �• �� , 11T11'Thrif)= iii , , , , , , , iiiiiEiiii - (business) r 10,076SF 130 sf PER OCCUPANT= 336 OCCUPANTS (classroom) w 417 100 336 OCCUPANTS x 112= 168 OCCUPANTS OF EACH GENDER 1925 20 4 1 k I 46 1 •FEC-2 \- FT I- WATER CLOSETS LAVATORIES DF'S * IR:0EPTION OPEN OFFICE I- -- �. -n�. GROUP A ❑ • iness) (business) * i (AFTER HOURS USE) MALE FEMALE MALE FEMALE _ `: CLASSROOM CLASSROOM CLASSROOM CLASSROOM CLASSROOM CLASSROOM CLASSROOM � * i )--�} * 1L 4- _ ' (classroom) (classroom) ) ) (classroom) ( ) ) :1 100 1872 I 100 (classroom) (classroom) classroom (classroom) 4:126-200 4:126-200 1 PER WC 1 PER WC 1 PER 721 20 723 20 723 20 723 20 723 20 723 20 723 20 3 1 18 1 FLOOR r * ' FIXTURES REQUIRED 4 4 4 4 i•,- W = I I 36 1 36 1 I 36 1 36 I 1 36 1 36 1 I 36 I 1 , �J STAFF ROOM • , r . ;= IE ID F' C(1• (business) WATER CLOSETS 5 8 4 7 h VP - I 496 100 URINALS 3 m SCIENCE FEC-2i L111 # 5 1 11 w c„ -- _��-( ,M^'' classroom • I I a UNISEX I 5 5 r<� ,n, + ' �— (classroom) JCC •. • •• A - + ' F1', z r r _ 909 20 I ✓ %�, �� i� - 45 1 - syr 1 O I I ° _ '_ .___ LAVATORIES 9 13 7 9 xr r� . . +J B - F' T01=^Fl t .l"R�� _\ITIIJG r ■■r—� r-. '= t L AFiE�9 9hEi�J JP ,!1 A 9N I .li x.. ' Y fiE?kry" i I° ° °i DRINKING FOUNTAINS 3 � _�it ID P I CONFERENCE PRINCIPAL �Qm "L6YT T k e V plan .j •-- -ri- r - -r �-- ,t~ -Fr - -rf- it w- II- -h r I GST PART 0IT•'EQUIRED t A i i (business) (business) J c0 -��(1-C-b E. •" ACCE '4TH I 161 15 136 IDD CALCULATIONS: • i i I 11 1 1 1 , II J _ • - i ->n I COMMONS OCCUPANT LOAD= STAGE(67)+AUDITORIUM(365)+ COMMONS(845) phase Building Addition & Eir rr-. &Cc5 - = 1277 OCCUPANTS REQUIRES 4 EXITS. Remodel Package OFFICE OCCUPANT LOAD= RECEPTION(3)+CONFERENCE(11)+OPEN OFFICE(18)+ LLIJ W {It 00-\-- I KIS-ON-6_415 PRINCIPAL(1)+CONFERENCE(15) +WORK ROOM (4) + STAFF ROOM (5)+ CONFERENCE(5) UI = 62 OCCUPANTS. date February 21 , 2013 Cl) EXIT A=6 CLASSROOMS x 36 OCCUPANTS 12(TRAVEL EACH WAY)= 108 U 4- Is I 108+COMMONS((845+67(STAGE)+ 365(AUD)) 141(EXIT D)-660(EXIT L&M) =476)+ OFFICE revisions 62= 646 _1.0 COMMONS MEAN OF EGRESS: 1277 OCCUPANTS WITH 4 EXITS. EXIT A: 132" PROVIDED WIDTH =476 OCCUPANTS(660 LESS CLASSROOMS (108)&OFFICE(62) EXIT D: 66"PROVIDED WIDTH = 141 OCCUPANTS(330 LESS CLASSROOMS (142)& MUSIC(47)= 141) EXIT L: 66"PROVIDED WIDTH =330 OCCUPANTS CZ EXIT M: 66"PROVIDED WIDTH =330 OCCUPANTS = 1277 OCCUPANTS FOR AVAILABLE WIDTH co -s=- COMMONS OCCUPANT LOAD= PROVIDED WIDTH THEREFORE MEETS CODE U REQUIREMENTS. O GYMNASIUM OCCUPANT LOAD=GYMNASIUM (1441)+ OFFICE(1) +OFFICE(1) = 1443 7 • project# 11015 resin GYM MEANS OF EGRESS: 1443 OCCUPANTS WITH 4 EXITS. a) EXIT G: 99"PROVIDED WIDTH =483 OCCUPANTS EXIT H: 66"PROVIDED WIDTH =330 OCCUPANTS CODE ANALYSIS - EXITING EXIT I (LIMITED BY K): 132"PROVIDED WIDTH =300 OCCUPANTS p EXIT J: 66"PROVIDED WIDTH =330 OCCUPANTS AND PLUMBING FIXTURE �� - = 1443 OCCUPANTS FOR AVAILABLE WIDTH N GYM OCCUPANT LOAD=PROVIDED WIDTH THEREFORE MEETS CODE REQUIREMENTS. aj CI) NO MAIN EXIT-EXITING DISTRIBUTED BETWEEN THE 4 EXITS PROVIDED. >nO Cc; cn< AO . 02 EXITING PLAN .—C SCALE: 1/16"= 1.-0" CV U INTERIOR EXTERIOR INTERIOR EXTERIOR i I - IV ,•_ "--' ' '-- i\r„. / - filliat-- ____--r- 4 -2., , .. , , "II : i i -, 1BI _�, • CONCRETE RETAINING WALL w/ U _ GROUP • ., :' •-• SACK FINISH . a „ _ 3 1/2" BRICK ,y4. 1/2"AIR SPACE :- j 1 1/ 2"AIR SPACE Dull Olson Weekes - IBI Group ., ," .1 Architects , Inca • :� ., 1 1/2"RIGID INSULATION ' ' 21/2"RIGID INSULATION -}— / WEATHER-RESISTIVE BARRIER :; / 907 SW Stark Street Portland OR 97205 USA a.. ' VAPOR BARRIER "' 5/8"GYPSUM SHEATHING tel 503 226 6950 fax 503 273 9192 www.dowa-ibigroup.com www-ibigroup.com iIiii <y A ` ,� 5/8"IMPACT RATED WALL BOARD 6"METAL STUD "per• . . . . . . "� ;' ��.,, . „� .� � � �,” - - - 4-. i v: VAPOR BARRIER + 5/8"GYPSUM BOARD / A-• a I It_ , / E9 E4 SCALE:1 1/2"= 1-0" SCALE:1 1/2"=1-0" INTERIOR EXTERIOR A INTERIOR EXTERIOR INTERIOR / EXTERIOR sinimi - RUf METAL PANEL MP-2 _ / CD �� _ METAL PANEL MP 2 "� BRICK TO MATCH EXISTING AT . _ Z`FURRING ::v ADJACENT LOCATION = 112"AIR SPACE �� 1"AIR SPACE 1/2"AIR SPACE E HI2 112"RIGID INSULATION,/ ) 1 T/2"RIGID INSULATION Z FURRING W :H f _ WEATHER-RESISTIVE BARRIER _ 1 112"RIGID INSULATION • _ WEATHER-RESISTIVE BARRIER ` j 5/8"GYPSUM SHEATHING — WEATHER RESISTIVE BARRIER o RP / 5/8"GYPSUM SHEATHING _ _ ACOUSTICAL BATT INSULATION ;' II MIN • — S/8"GYPSUM SHEATHING �- -"' 8"METAL STUD - ■Minn 4"METAL STUD ACOUSTICAL BATT INSULATION . - _ ,� 6"METAL STUD � ® VAPOR BARRIER - ` sill VAPOR BARRIER 414009- : VAPOR BARRIER ¢ � � � MU5/8"GYPSUM BOARD 1�.J U! 5/8"GYPSUM BOARD - ..►''y 5/8"GYPSUM BOARD I . ' 1111 1 _ •• _ / ACOUSTICAL BATT INSULATION 0 , 7 0 0 1111 III _ ,\. _ 7lv U) El 3 E8 E31) faj) a N N ® SCALE:1 1/2"= 1-0" SCALE:1 1/2"= 1'-0" ® SCALE:1 1/2"= 1-0" ■'11111M = ~CT7 r N�rr �✓ INTERIOR EXTERIOR INTERIOR EXTERIOR INTERIOR EXTERIOR -5 •mumV .AI CO ��O;S�-- - .**40 ., METAL PANEL MP-1 ■.w.�. 1---- - — "' Z'FURRING __ METAL PANEL MP-1 SIM "� 4, „ ' CD ��‘5. 1/2"AIR SPACE r Z'FURRING 0 M --1' 4e4;d�4��s1 12"CMU SOLID GROUTED _ _ • 1/2"AIR SPACE q) .�� O a.�0��A��e4,_ 2 1/2"RIGID INSULATION 1 1/2"RIGID INSULATION - : 1 1/2 RIGID INSULATIONMO IN NNINIININ cz }- „co tzt~ (/) n... tom- f`•. „ / — 5/8”GYPSUM SHEATHING __ • 21 1111111111 �y CS7 WEATHER RESISTIVE BARRIER Ci 44;.,..1-,..#40(7. .-. / VAPOR BARRIER — .�,.rt r 3 CQ WEATHER-RESISTIVE BARRIER == ,.-. .-., 1aIal MIdg 5/8"GYPSUM SHEATHING v 01 , 4-,,�.47.1�r./-: 5/8" IMPACT RATED WALL BOARD -- — �" Q t� ��` j.� 4° 6"METAL STUD •..��,,� a LO tCa ,40,..i� - T 6„METAL STUD CV ........... L.r), - -• � ACOUSTICAL BATT INSULATION -_ — OO : _.S '� ��S« - --(:>-------: = ACOUSTICAL BATT INSULATION _. i `�O��b`��®� - r- VAPOR BARRIER — �- �-�' VAPOR BARRIER ��509�� 5/8"SHEAR PANEL WHERE OCCURS, - — 5/8"SHEAR PANEL WHERE OCCURS, ��, � SEE STRUCT. - ., Z, l .../ — - SEE STRUCT. - _ a ---//4-X _ 44.4,4 mil..„ . 4,44,,,4, --_, - _--- ,. j 0 El 2 E7 E2 , .00D 0, 0SCALE:1 1/2"= 1'-0" SCALE:1 1/2"= 1'-Q" SCALE:1 1/2"= I ' �Sr • — 1933 NORMAN R. DULL ( INTERIOR EXTERIOR INTERIOR EXTERIOR INTERIOR EXTERIOR ' 4 �,,,,-'„ J.` PORTLAND, OREG., i; /- al a 4 OF 0 ,I METAL PANEL MP-2 '�I " A �/ 31/2"BRICK 7 1/4"CONCRETE TILT-UP / 4�) I' 1 1/2"AIR SPACE fit,• " - 044 /AI _ j', i G, " !.-4,9a . '4St" - „ 1 1!2"AIR SPACE 'Z'FURRING b 1p-'A ±:, -* 2 1/2"RIGID INSULATION j*** - -- 1 RU _ - 21/2"RIGID INSULATION - 1 1/2"RIGID INSULATION ?� VAPOR BARRIER ■ Q': a , U VAPOR BARRIER WEATHER RESISTIVE BARRIER " ' a 5/8" 'IMPACT RATED WALL BOARD 5!8"GYPSUM SHEATHING '`` ��AA; = 8"CMU SOLID GROUTED .- :: :I::ARD aKR- "' 4-• , :*** !/ - ACOUSTICAL BATT INSULATION _ -. - . . . **** 1-=-- 1RN —J ; ,— 6"METAL STUD ". / •. . `A • , - .. . <.L:_ �,, II , . 7 ll .4t4?"-:1 .. ` 44. NN1. A• ; ElI E5 - Elkey plan SCALE:1 1/2"= 1'-0" 0 SCALE:1 1/2"=1-0" 0 SCALE:1 1/2"=1'-0" :._- ,-n � ' 7'4a 1 1 i- 11.tan.0 t 7„ ' phase Building Addition & - WALL. TYPES NOTES- I Remodel Package INTERIOR EXTERIOR EXTERIOR EXTERIOR 1 UNLESS NOTED OTHERWISE,ENTIRE WALL ASSEMBLY EXTENDS TO UNDERSIDE OF date February21, 2013 ' �: " /� 3 1/2"BRICK �,:.�.4. _ FLOOR OR ROOF DECK ABOVE. $4 - 2 SEE INTERIOR ELEVATIONS FOR LOCATION AND EXTENT OF APPLIED WALL FINISHES. revisions . — i 4 1 1/2"AIR SPACE �'•4 - ��..', 3 SOUND BATT INSULATION TO EXTEND FULL HEIGHT OF WALL ASSEMBLIES UNLESS ' 1 1/2"RIGID INSULATION ; `�4 NOTED OTHERWISE. 'If WEATHER-RESISTIVE BARRIER '�0 8"CMU SOLID GROUTED 4 SEE STRUCTURAL DRAWINGS FOR WALL STUD SPACING AND GUAGES. t • � 47.-47 - 5 PROVIDE MOISTURE RESISTANT GYPSUM BOARD ON ALL WALLS OF TOILET ROOMS, JI 5/8"GYPSUM SHEATHING l*�4/ KITCHEN AREAS AND BEHIND DRINKING FOUNTAINS. VAPOR BARTER 6 PROVIDE TILE BACKER BOARD BEHIND ALL CERAMIC TILE APPLICATIONS. W -_ 6',METAL STUD ,: **Si / - 7 ASSEMBLIES FOR FIRE RATED WALLS SHALL EXTEND FROM STRUCTURAL FLOOR TO U ,= q �+* /5 UNDERSIDE OF FLOOR OR ROOF ABOVE UNLESS SPECIFICALLY NOTED OTHERWISE. f .= /= •' ,*Q, ...( ALL OPENINGS SHALL BE PROTECTED AS REQUIRED BY CODE. ACOUSTICAL BATT INSULATION ��.4. project# 11015 0 / 8 IDENTIFICATION SIGNAGE,SPACED AT NOT MORE THAN 30 FEET MEASURED p i.,,,--'-_ 5/8"SHEAR PANEL WHERE OCCURS, °' - : HORIZONTALLY, INDICATING"FIRE AND/OR SMOKE BARRIER-PROTECT ALL EXTERIOR WALL TYPES L _ , SEE STRUCT. OPENINGS". /c4I�d 9 PROVIDE FIRE BLOCKING IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS A iCD i 5/8"GYPSUM BOARD a � <77,--<77,-- �% < VERTICALLY AT THE CEILING AND FLOOR LEVELS AND HORIZONTALLY AT INTERVALS oC7 ^.. / ,Y:, 41. &ar,- - NOT EXCEEDING 10 FEET. (check code) ;A k b ® 1 No El E5 N© SCALE:1 1/2"= 1-0" SCALE:1 1/2"=1-0" c i0 - . L. . _ IBI a . a5/8 GYPSUM BOARD GRO P aACOUSTICAL BATT INSULATIONa 5/8"GYPSUM BOARD• �' ! „ Dull Olson Weekes - IBI Group # 1 112 RESILIENT CHANNEL` 518"GYPSUM BOARD4s"CMU SOLID GROUTEDArchitects, Inc. 4.- a' l 6"METAL STUD 1 1/2"RESILIENT CHANNEL 907 SW Stark Street Portland OR 97205 USA • i,,,,:......:+44:‘,.,:i ; tel 503 226 6950 fax 503 273 9192 a - a •• . •!!!*!. www.dowa-ibigroup.com www.ibigroup.com 8"METAL STUD a OA4- •_ la ACOUSTICAL BATT INSULATION ' f, t/ ' 1 5/8"GYPSUM BOARD • a__ 5/8"SHEAR PANEL a • �'�4 100,a A9 /�7_l�� A4 . A14 /• " / STC 54 . a STC 44 *444 :t A14 A9 A4 e 00 SCALE:1 1/2"= 1-0" SCALE:1 1/2"=1-0" SCALE:1 1/2"=1-0" CD Mr- 10*. 0 ° EXISTING WALL r • - • 5/8"GYPSUM BOARD :/8M:::: U:oA E , 6"SHOTCRETE TO EXISTING WALL la _ - ' 7/8"FURRING CHANNEL la _; 4"METAL STUD a" (2)LAYERS 5/8"GYP. $N.:. 5/T GYPSUM BOARD Ila� #a .. • ' . 7 ��' W'" '. ACOUSTICAL BATT INSULATION 'g - ACOUSTICAL BATT INSULATION .r..V.. aerti O A13 a . A3 �COSTC 63 a it STC 49 . �,,,/J l I v f CO ON) A 13 A8 A3 I -- = N SCALE:1 1/2"= 1-0" SCALE:1 1/2"= 1-0" SCALE:1 1/2"= 1-0" • N- ._.. O a ■ V J - • N 7 a■■,i ■•� Cts �Q`�� j 6"CMU SOLID GROUTED ] -> i 5/8"GYPSUM BOARD �� I--- SIMI 1!!4 ✓ AIR SPACE !��`��a�� '/ S 0 1r; . /*,It ° . - . ,�°!# !!�O!#!� • 6„METAL STUD 0 v �� ' - . /a :." :-.. ./°•' . °" :4 .: 5/8"GYPSUM BOARD - -a -92 N.-- KS) 6"CMU SOLID GROUTED ♦R , IW- ■ Cl) a. r-. N,. /,- !•- ;,mil !*444 l2"CMU SOLID GROUTED "� co co co • !!! !! ° a Q3 0* " -# °_ • �. .. ACOUSTICAL BATT INSULATION CD O 1.0 Lo . l a • " !.`�!!•. c .i_.„ 4- �� - !/ x4!!!4,4''4 a- 7 ©.®.�1.•�10.4 •. FIRE RATING IS 2-HOUR ;�`4. �� ° ..44....-•: PER TABLE 720.1(2) 7...-�a. • - *44e441 ITEM#3-1.4 a /->' ;/ •. a kik; 4 !�� . Al2 / A7��! - STC 70 -;�!!!!!!#!!,9 - A2 . _ ��+a #!!. STC 63 j STC 44 0A 12 A7 a A2 voDC SCALE:1 1/2"= 1SCALE:1 1/2"= 1-0 SCALE:1 1/2 = 1-0' ,�� `rf 1933 t NORMAN R. DULL al _(f). PORTLAND, OREGffN '412))-, �Q 518"GYPSUM BOARDa - ';�' ft , !� ., f°��# '° A � 5/8"GYPSUM BOARD j. 3.5"METAL STUD =_ r 1,,, = .�"1� 4* d' ► f o ;{ /i�� 6"CMU SOLID GROUTED ° �,®�. W\ ACOUSTICAL BATT INSULATION `�+ a ��t� 441*! ' I • a ®®�S ' - `►.4 . "41• 1"AIR SPACE • ,'!.� 4' METAL STUD W�� AIR SPACE .44° °O! - -• a , .0 ► CMU TO MATCH EXISTING AT /- A�/ - _-rppa..ai• . 1*v_ „ w • ADJACENT LOCATION fAi 5/8"GYPSUM BOARD CV,'_ - ►' , .�l'� 4k 6"CMU SOLID GROUTED - -,9e0l9* 14Sr N, • a• . • ' ..Ails #q >. -- : •r, - ,/ 8"CMU SOLID GROUTED : _ - h - :. - �S- �— ACOUSTICAL BATT INSULATION 0" STC 58 -4'404% •" -�ls/ STC 70 /:: ._,"// a.. Al /).401) • % A!.►�: - 4. " d A6 STC 44 CC.. ° `VA_ (♦� 4 - •-A• ►!!!� STC 55 l 4 � Ai. j A16 All A6 Al key plan 0SCALE:1 1/2"= 1-0" SCALE:1 112"= 1'0" SCALE:1 1/2"= 1'-0" SCALE:1 1/2"= 1-0" t; „ ,-.H„, - _.- phase A WALL TYPES NOTES: RemodelBuilding Packageddition & - 1 UNLESS NOTED OTHERWISE, ENTIRE WALL ASSEMBLY EXTENDS TO UNDERSIDE OF date February 21, 2013 -'4,J'`' • - FLOOR OR ROOF DECK ABOVE. ��' �� "'- 2 SEE INTERIOR ELEVATIONS FOR LOCATION AND EXTENT OF APPLIED WALL FINISHES. revisions cB aACOUSTICAL BATT INSULATION - 'aa . -144141/ 3 SOUND BATT INSULATION TO EXTEND FULL HEIGHT OF WALL ASSEMBLIES UNLESS • S a -" �✓`` NOTED OTHERWISE. SOUND BATT TO BE TIGHT TO BACK SIDE OF GYPSUM BOARD ON �` '"" ONE SIDE OF CAVITY. 73 N 5/8"GYPSUM BOARD �: �� • 4 SEE STRUCTURAL DRAWINGS FOR WALL STUD SPACING AND GAUGES. tB a - 5/8"SHEAR PANEL - a- " l•�v/ -I a 1 -' !4 / 6"CMU SOLID GROUTED 5 PROVIDE MOISTURE RESISTANT GYPSUM BOARD ON ALL WALLS OF TOILET ROOMS, .. 6" METAL STUD °.z �!/ KITCHEN AREAS AND BEHIND DRINKING FOUNTAINS. - Z 6 PROVIDE TILE BACKER BOARD BEHIND ALL CERAMIC TILE APPLICATIONS. W ACOUSTICAL BATT INSULATION 6"METAL STUD /.d*�►4. FIRE RATING IS 2-HOUR U 7 ASSEMBLIES FOR FIRE RATED WALLS SHALL EXTEND FROM STRUCTURAL FLOOR TO /A PER TABLE 720.1(2) UNDERSIDE OF FLOOR OR ROOF ABOVE UNLESS SPECIFICALLY NOTED OTHERWISE- Cnl 7 Ol� - ITEM#3-1.4 ALL OPENINGS SHALL BE PROTECTED AS REQUIRED BY CODE. 10' !►- � project# 11015 _ �` 5/8"SHEAR PANEL j •.•e�� 8 AT FIRE WALLS AND SMOKE BARRIERS ABOVE ACCESSIBLE CEILINGS,PROVIDE r _ ',-.2.•,,, r-/ IDENTIFICATION SIGNAGE, SPACED AT NOT MORE THAN 30 FEET MEASURED INTERIOR WALL TYPES I.0 A15 ' ' 4,-, HORIZONTALLY, INDICATING"FIRE AND/OR SMOKE BARRIER-PROTECT ALL OPENINGS". <‘- A10 /!!'f/ A5 9 PROVIDE FIRE BLOCKING IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS ty� a STC 44 SIC 51 VERTICALLY AT THE CEILING AND FLOOR LEVELS AND HORIZONTALLY AT INTERVALS U a , _ �. S•4 NOT EXCEEDING 10 FEET. 00 v V � t CV Aly Al 0 A5 i0 SCALE:1 1/2"= 1"--0" SCALE:1 1/2"=1-0" SCALE:1 1/2"=1-0" _ FLOOR PLAN NOTES: I 1 DIMENSIONS SHOWN ARE TO FACE OF STUD, FACE OF MASONRY OR CENTERLINE ea IBI OF COLUMN OR GRID LINE UNLESS NOTED OTHERWISE. ! GROUP 2 DOORS NOT LOCATED BY DIMENSION ARE TO BE CENTERED IN WALLS AS SHOWN I OR LOCATED 4"FROM FACE OF STUD TO FACE OF JAMB. 3 MASONRY DIMENSIONS ARE NOMINAL. COORDINATE ACTUAL ROUGH OPENING Dull Olson Weekes - IBI Group MASONRY DIMENSIONS. Architects, Inc. 4 DIMENSIONS AT RELITES ARE TO CENTER OF ASSEMBLY UNLESS NOTED OTHERWISE. • 907 SW Stark Street Portland OR 97205 USA . 5 USE DIMENSIONS SHOWN; IN NO CASE SHALL WORKING DIMENSIONS BE SCALED tel 503 226 6950 fax 503 273 9192 FROM DRAWINGS. CROSS CHECK DETAILS AND DIMENSIONS SHOWN ON THE www.dowa-ibigroup.com www.ibigroup.com ARCHITECTURAL DRAWINGS WITH RELATED REQUIREMENTS ON THE STRUCTURAL, MECHANICAL, ELECTRICAL, PLUMBING,AND OTHER DRAWINGS AS APPLICABLE. NOTIFY ARCHITECT OF ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK. 6 CONDITIONS AND DETAILS MARKED"TYPICAL"SHALL APPLY IN ALL CASES UNLESS SPECIFICALLY INDICATED OTHERWISE. TYPICAL DETAILS NOT REFERENCED ON DRAWINGS APPLY UNLESS NOTED OTHERWISE BY SPECIFIC NOTES AND DETAILS. WHERE NO SPECIFIC DETAIL IS SHOWN,THE CONSTRUCTION SHALL BE IDENTICAL • OR SIMILAR TO THAT INDICATED FOR THE TYPICAL CONSTRUCTION OF THE PROJECT. WHERE NO SPECIFIC STANDARDS ARE APPLIED TO A MATERIAL OR METHOD OF 7 CONSTRUCTION TO BE USED ON THE WORK,ALL SUCH MATERIAL AND METHODS ARE TO MAINTAIN STANDARDS OF THE INDUSTRY AND,WHERE APPLICABLE, MANUFACTURER'S INSTRUCTIONS. 8 LOADING OF CONSTRUCTION MATERIALS SHALL NOT EXCEED THE DESIGN LIVE LOAD PER SQUARE FOOT. • 9 ESTABLISH AND VERIFY ALL OPENINGS AND INSERTS FOR ARCHITECTURAL, --Th\_______ _________- MECHANICAL, ELECTRICAL,AND PLUMBING WITH APPROPRIATE TRADES, DRAWINGS, AND SUBCONT::r : ACFRINGFOR PRIOR 10 PROVIDE ALL N HANDRAILS, DOOR STOPS, CASEWORK, SHELVING, MIRRORS, WALL MOUNTED • - EQUIPMENT,AND ALL OTHER ITEMS AS REQUIRED FOR COMPLETE INSTALLATION. 0 41311 411 1-) 4 4CIO 6 0VVP 9 12 (-13) 11 CONFIRM ALL ROUGH OPENING DIMENSIONS FOR DOORS AND WINDOWS PRIOR TO O A3.01 A / �� COMMENCEMENT OF CONSTRUCTION. E• 12 WHERE A LENGTH OF WALL 15 INTERSECTED BY PERPENDICULAR WALLS,WALL 52'-8" 22'-4" 20'-2" 37'-6" 1 60'-0" 1 ' 1/2" ; '-7 1/2" 60'-0" 21'-11" 24'1.1 f2"•. 41) 26'-6 1/2" 8'-4„ r , r / TYPE TO BE CONTINUOUS BETWEEN TAGS UNLESS NOTED OTHERWISE. dillik a.) A I/ D NIllip 13 PROVIDE SOLID BLOCKING BETWEEN ROOF JOISTS WHERE WALL RUNS Ce ALCOVE PERPENDICULAR TO ROOF JOISTS.GYPSUM BOARD TO TERMINATE AT ROOF JOISTS. tz ` 167 0 Ft-a �J _-.. 14 SEE WALL TYPES SHEETS}'FOR DEFLECTION HEAD DETAILS. c� �■+ 1 - TEA ma O 168 I GIRL Q LeC R _ O _ - R.iM 0 ,.� C I UN I170� 0 0 ff I-a cI I 171 Sc? 1 co °' ® a I GY M r V A3.22 A3.23 - .._.._-__....... 16 a 1........__...._... ►� > ii : JA I.2 CD I 0 I A3.20 . 411 4, LJ 1 CD �, ��__ A3.20 •w. C7.) KILN 176 BOYS ALT#1 CO (MX 119 WORK ROOM • L a C ,R '� ' 128 TEAM R w i M Cr) P ^ o o 1174 Irdio . y,.., ° ° I- �--- - - - --i - - - -_ ,�:�-I° I. •y �L _--r._.__•__,._..._..� ��- I - - I -- T -- --- ALCOVE - - - 0 1 El �J S a� CBC CBC h; 177 V "' NURSERY OFFICES RAI OFFICE o 1 - - - , 1131 I 1133 , F y.N ., .,•.,..,,., M7, EX0 :OW4W P dgr 7 v..: :. .,, X :1. c ,>. , IRA] 6.1 „7S , _� n ._,.- ,,.. C ` - A�T ROOM PHYSICS CLASSROOM CLASSROOM — „_�II — 1 Iii -- _ J ` .� (f� 118= ; 120 121 ii 122 OFFICE t �; It C/) �0 rn a) - , I I I HALL VESTIBULE STORAGE ,5 I: Cl) co o '� (I) c� c� 127 129 132 1 1 134 -, ; 1 0 0 0 J OFFICE (E) STCiR. WEIGHTS/ 7.-_ N ' 130 I `° N I[ II _ I I I I I l I I I I E 1178 I _�� I FITNESS !�� , -, ( ) 159 ° I HALL 1 (E) STAGE HALL MUSIC ! �: AUDITORIUM (E) SOUND r� [ 143 CLASSROOM 164 5 160 ! p �, r-2----1 1 . _ 163 kp 11 1 135 ( of 1 4 SMALL E ! % (E) ST�R. E STOR. 4 3 A3.20 A3.20 q COURTYARD { ) 12 t { } q A3.20 A3.20 GROUP I w MECHIEEE =`\ / 1165 1 161 r-- ' ---- 117 1123 I 136 ALL 9 143 -.., _ J H ; _ A3.01 4 a I .. 4` I U l I II CO° STORAGE SMALL 411 1i.. . ,DF RO M _ GROUP • - - 1 137 I b'ME S= + 144 (E.-1KITCHEN 2 A3.01 �� `'ted t fF 116 STORAGE Tr}�LE11147 ] s 2A ° _ 1933 Alk -',- b CLASSROOM �LASSROOM 14 - N _ © ' w NORMAN R. DULL '''c---)r% • A3.21 _� 1125 1124 HALL 1 138 I 0 fi - A3.21 (� I o LIBRARY I �i I1 al = PORTLAND, OREGON 126 AE) 711 M: �� COMMONS�D A5.2o 2c 114 1 i., 0 ,___ w ? 2,i i • LES I 1 150 I �O 1 Ir0 � - OF �' WORK ROOM / J re li�` 111 r € _CONFERENCE _ ;� � � � � � � R � � � a �� f �� 'I ` - f 151 I CONFERENCE - i115I WEST IDE TOILET TOILE 1 155 I -1 I I HALL 148 — - 149 ° 0 -. ° _■ _ = TOILET TOILET. I 1 fLJ ZL (-- -7....___.)----71 - _ r, G - - - - �+ +� 1 i 142 141 I 1 at 1111111 s'T1 1 1 1 1 111.1 1 1 L I I J (1 1 1 1 1 1 1 1111111Ii111111111111l11111 H 1 1 1 1 1 1 1 1 1 1 1 '-'WORK ROOM SCIENCE - HALL J PJ _:). - 1158 I IF 113 110 ERITAGE ❑ _ HALL N OPEN 71-1 r -r - -ri _PRE •• I I 101 r _ OFFICE I CLASSROOM CLASSROOM CLASSROOM CLASSROOM CLASSROOM CLASSROOM CLASSROOM 154 I 3q , ° _ 111 �f B II 109 108 107 106 105 104 1030 , TAFF ROOM A3.22 i, f. m A3.22 7 , hi 7-41 157 I e,, ,v,,,,, :;:9 SCIENCE 112 ESTIB LE , r `_, 100 I , -- \ . _= - - 7421.1c.t; 79:4:!/§toti..,;;;;r:-a CI zi.; i H „ • T IT + i, _ ,� t> ,t tr Y , ;P. CONFERENCE I< e y p I a n 0 .. —CZ I I \ 1153 I PRINCIPAL 1 L 1 l 156 1 JI o o� phase Building Addition & g © 1 3 a 1 4 Remodel Package A3.22 A3.23 L 1 A3.23 A3 01 U date February 21 2013 t„IIIIII 1E113 4�1 5 6 7 8 9 10 11 @,_},ED ' i revisions 1.0 r CD cn U N project# 11015 FLOOR PLAN OVERALL II A2 • 0 1 FLOOR PLAN OVERALL N SCALE: 1/16”= 1'-0" cv U ROOF PLAN NOTES: 1 ALL ELEVATIONS REFERENCED FROM FINISHED FLOOR 0'-0". UNLESS NOTED 1/ ! IBI OTHERWISE. ; GROUP 2 NOT ALL ROOF PENETRATIONS ARE SHOWN. COORDINATE WITH STRUCTURAL, MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS FOR ADDITIONAL ROOF PENETRATIONS. VERIFY EXISTING ROOF PENETRATIONS. Dull Olson Weekes - IBI Group 3 LOADING OF CONSTRUCTION MATERIALS SHALL NOT EXCEED THE DESIGN LIVE Architects, Inc. LOAD PER SQUARE FOOT. 4 EXISTING ROOF SLOPES SHOWN AS DOCUMENTED IN ORIGINAL DRAWINGS AND MAY VARY FROM FIELD CONDITIONS. 907 SW Stark Street Portland OR 97205 USA tel 503 226 6950 fax 503 273 9192 5 PROVIDE MANUFACTURER'S STANDARD CURB/PIPE PENETRATIONS INCLUDING www.dowa-ibigroup.com www.ibigroup.com FLASHING AT ALL ROOF PENETRATIONS. 6 SEE 14/A8.20 FOR CONDUIT ROOF PENETRATIONS. 7 SEE 131A8.20 FOR VENT PIPE PENETRATIONS. 8 SEE 11/A8.20 FOR PITCH PAN DETAIL 9 SEE 10/A8.20 FOR MOUNTING OF ROOF TOP PIPE/CONDUIT. 10 SEE 6/A8.20 FOR MECHANICAL CURB DETAIL. ANL �- 11 REMOVE ALL EXISTING CURBS AT ABANDONED OPENINGS AND INFILL ROOF III 0A3.2 _- STRUCTURE AND ROOF ASSEMBLY. (\II:D 0.- 4 C5) A3.01 60 9 ---, 10 cii---\ • 1 _. _ A} LEGEND: A -- + + + + + + + + + + + + # t + + - + + + + + + + + + + + + + + + + Lt;'? cu MSh:, + + + + + + + + + + # + + # + + +4.+ +4.+ +4.+ + + + + + t +4.+ + + +, TPO ROOF OVERLAY BID ALT#3 � + + + + + + t 4 ^ + + + + f t + + + k + t t t, ` � • /+ + 1 E + + + � � • + + + + + + + t + + + + t +• � + FT + + + + + + + + t + + + + + + + + + .+tr + + • ' t. + + + + + + + + + + + + + + + + t + t + + + + + + t t + / 1., + + + + t t + +/V + + + 4 +, : + + + + + + + + + + + + # + + + + + + + +�!• ++++++4 TPO ROOF (MINIMUM 2 LAYERS POLYISOCYANURATE + + + + + + + + + + + + + +� I- + + + :•# , + + + + + t + f + + + + IX BOARD INSULATION AND COVER BOARD) + II . , + + + + + + + + + + + +, ,�� .y; 4 - + + + + + + + + + + + + - + + + + + + + + + + 4 + + .+ T + - - + + + + + \+ _* - + + + + + + + + + + + + + + + + + + + + + + + + ,� + + + + + + `4 - ��d+ + + + + + tt + + + + + + + + + + + + t + + t::,,,r+1+4. + + + + - - -$ { o .$1 '',,i.--:,:fl'4: . + + + + + + + + + + + + + + + + + + + + + + + + + + + + # f' + + + + + + + + + + + + + + + + + + + + + 4+ *. + + +;' `+. �` �� ► >': ; ROOF CRICKET TO PROVIDE 318"1 12" SLOPE AT �� + + + + + + + + + + -+ + + + + + + + + + + [ *Cx + +/.� 1- .4"41P",:‘.,+ 'r, I .` VALLEYS UNLESS NOTED OTHERWISE. �/ >;•<"-.:+''+ + # t t + + + + + + + + + + + + + + + + + + - T :F� + + '#/. '" , , -(` _ ■ MO tii'-:-1+=• + r - + + + t + + + t + + -+ + + + + + + + + + +Y : t + #_ •}�.h � s}• MO ' . N ': + + + + + + + + + + + + + + + + + -I- + + + r + r4 f + + + {. + + + + + + + t + + + + + + + + + + + s + + +` + �+:• + + + + ...*•''.,, ♦-5e.: .. r + + + + + + + + + + + - MECHANICAL UNIT. SEE MECHANICAL DVVGS. 4. , ! I+ + + + + . .r +.•- + + + + + + - + + + + + + + + Y +7 + + t + t + +, - + + + + + + + +, + + + + + + t + + 0© d a + + + + # + + + + t + + + + + + + + + - , � + ,'r; t+ r+ + + + + + + + + -+ + + + + + + + -r - t+,' t +t t++++ *' �+ + + + + + + + + + + + + + + + + ■ + + _ a VA3.22 A3.23 A3.20 C + + + + + + + + + + + + + + + + +t\` +, + . 4'+ �,,. + 1, + + + + + + + lea -- �" 1 + t t + + - ++4.+++++ t „+A' • kjt + + + + + + t + + + + + + + + +� ,�� + + + + + + + + + + + + + - �, /OA3.20 a (E) RD EXISTING ROOF DRAIN. VERIFY LOCAT + • + { + + + + + + + + + + + + + NEW O COx � O OEAOPFPROINOVLXEEIRMTFAILTOE2WLADBRAVINE INNE(AER)BRYOIOOEFNDREOCOKF. �, -. . :., s , '' • jx - - - _ IIIII1�IIII�W..-v1 + + n . OFD DLNREWAAINRT, N{ ` + '' + 1 .' + + + + + + + k + + + + . � r, ,,+ WY 16'-0" UP SLOPE. 1- ROOF DRAIN RFLOW DRAIN 6 -�___ w , _ + +++ + + + + + + :::+7+Y.1\74‘ +.,+ + + + + + - , --' `+- + + + + + + + + + + + + + + + k + + + +++ + + +# + + YY. + + .te` \ , :7 I,, 1:2)1I - CO o +'+ + } ++++t+++++++++++++++++++ ° ++�+a+�+�+�+++t='f + ; + �+1 `; + + ++ + + + t + � � � B RDO u h# # + ^+ + + + + + + +4.+ t + + t # + t # tt + t + t # + + t " t t t t .r . EXISTING ROOF OPENING NOT IN USE. VERIFY ♦ J RQ=UQAUNTRITEYD FLOORCANTEI WNWAONRDKE.XTENTS ASCO + + + + u T+ + + + + + + + + + + + `+ + + + +I + ,.t- 4 + + • + I' + . .:.AI& l '�� ,.w/ , . Y✓'t 'I Y Yr t Y i .t • , y• , J .L � - _ r- _ �- �- + 410 l SDS SCUPPER THROUGH PARAPET WITH CONDUCTOR HEAD AND DOWNSPOUT LU � CD 17 .+7-: - ..--;:.:7..'-': -''.,..:-:',.:.''.--•:.:-.-'-;,•- �1 4 _ ' ^ -I--, i SHEET METAL GUTTER ,_ y - - _ r`S21„, t} + + + :+ + + + ++t++++ + +++ L SGL ''...-;-.--;:..--:::.'.._-,.:-.:•.-!;,':,-,'---,--:--;f1;....",7;-..;:-:-/...-:':••-;- -..-:-!•'-:•:,:...,,:':-::-;';_::•.:.:..;--'* ':",..-:.:.:;';':.--' ':•:•,-..;.'::: - o DOWNSPOUT - - _ DS � � I _ _ tin A--11cf) - i •s ''a• - + + t + + + t t t + ,, r r SPLASH BLOCK S .1• t +t t t t © C) In • M c�+ INSULATEDTRANSLUCE TRANSLUCENT o Ln L-.0+ + + + + + + 100SK XA3.20 A3.20 r • t + k + t + + + t + V< Xo a DIRECTION OF SLOPEn+ t + + + + + + + 7 + + ROOF WALK PADS ALTERNATE#3+ + + + + + + + + + k + 40 Cill , . . _ ÷ ÷ + + + + .... _. , „_ 4. 4- 4-_ + + • • • • V -'•F; 1� ':+ + + + + + + + + + Ir 'L1".t- } L- ,1 ' { f � 7:724 % + + + + + + 1 • - 1- - - -- A3.21 A3.21 A3.2 3 _ - _ - t 2 £-'.J 2G • r,. + + + + + t + + + +i ' - -- '-•�- - - - �x - --O-a ' _ +V F Y ,+ + + + - 0 . l "y t, tt + + # tt + + t + + + / Y 1933 ;:-T-7 NORMAN R. QULL�SCr. - ;:':A:...'::.::,....'':'••..::..,.''.' .:'..'' .-f I:...; :j..:...‘';..-:•',..‘.....'l' '.:::' "...;;...4•:.:.1 -.. '.',..'''.',.'''':.7.4;Fr,'",:.."7..:,, ,.'i.'':;...':' + + + + + + + + + + + + + + j tr, PORTLAND, OREGON EG ..,.›.,_, 1 .. + + + + + + + + + + + + + 'r " _ 1 On' .. '.-. • • OF 0 • C9D • 0'".3 [-1 _ - am�� - - - .I7 r � - J-1 + ++ + + + + + + It + + •-_ _ _ •:+ - +x r • = 2- h + + + t + + + t t + + t t t t + ^'r••••t`V + t + t + I - - - -� + + + + + t t t - + + + + # + + + + + + + A3.22 0 . . . - - - Li r' r1• 'ice =++- I + + + + # + + + t + + + # + + + + + + - + + t t - JT• - - - + + + t t --- "I + + + + + + t - L^ -- -+ + + ttt + Il1llllfll1llFlEElllllI - - + 0,+ •+ k + + IIIIIIIIlIIIII� , - _ ' _'_ - J,- l � 1 1 410 IC+ + + + + + I01 1YyII r , J h. i \ k e y p l a n �1 411) �3 �\,.... \ ) 4 �62 0 C:8) 9 El--0 , 11 ci2_,1 __, -....- phase l Building Addition & 3 0 4 Remodel Package A322 A3.23 A3.23 - date February 21 , 2013 revisions c E co COcn -I - - Ct I- z w 0 1 project# 11015 U Lo ROOF PLAN OVERALL Q� II 1 .17_) . 0 3 ROOF PLAN OVERALL 0 • c:--in SCALE: 1116" = 1'-0"CV rm N O WALL TYPES NOTES: FIRE RATED CONSTRUCION DESIGNAL ION {NL SHOUR5}FOR C RATING ANQ I ' a ALL CONSTRUCTION TYPE-SEE 1J31 3 0 4 0 �U�P 0 A3.22 A3.23 C-) © a Dull Olson Weekes - IBI Group Architects, Inc. A3.22 A3.23 1 NOTED WALL TYPE DEPICTS TYPICAL WALL CONSTRUCTION. SEE ELEVATIONS, SECTIONS,AND DETAILS FOR ADDITIONAL INFORMATION. 4 52'-8" Jr 22'-4" Jr 20'-2" J 37'-1" sl 60'-5" 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 8 ., 8'-8" 14' 10" 11'-2 3/8" 24'-2" 15' 4" 12' 6" (E) sr• f RESISTANT GYPSUM BOARD SHALL ALSO BE USED AT ALL KITCHEN AREAS AND www .dowa-ibi rou com www.ibigroup.com 5-8" J 8'-0 118" s j5-1 13116'' 8'-2 7,16" s s3._0"/ 4'-3 13116" BEHIND DRINKING FOUNTAINS. A3.10 I s % 3 SEE INTERIOR ELEVATIONS FOR LOCATIONS AND EXTENTS OF APPLIED WALL 1 KILN (E) ( 1 p FINISHES. E13 E} BOLLARD,TYP. (E; lJ , 19 I 1 _® 4 WHERE A LENGTH OF WALL IS INTERSECTED BY PERPENDICULAR WALLS,WALL ;it, I ccli r A8.10 - -.... � }\ TYPE TO BE CONTINUOUS BETWEEN TAGS UNLESS OTHERWISE NOTED. ® "4. T ! 4 T j -1 I_._W _..i P Ll _ 11 �._..-.. _.. , ------"- { T P Q T 1 --- T I - r 1 KIL 11 T 119A } tEii (OF > HALL WORK ROOM< A6 } I127 _ I128I < < A3.20 F. [_ < I r '3.20 } < 2D A5.16 2B 2A < 3D A5.16 3B CBC (E) ART ROOM PHYSICS CLASSROOM CLASSROOM A2 < 2C I OFFICES I [-Pi , I I A6 A2 yC A5.14 213 128A < 3C 133 I ' `� 118 1 120 121 1 . 1122 - r-I A6 I 0 FLOOR PLAN NOTES ® :,. [-: I 129A < CBC 8'-3 7116„ i 1A I} 3A 1A 2A OFFICE ` NURSERY' 1 1 DIMENSIONS SHOWN ARE TO FACE OF STUD, FACE OF MASONRY OR CENTERLINE "�� > < " 131 A2 I ® OF COLUMN OR GRID LINE UNLESS NOTED OTHERWISE. CD I I 1 Q A5.15 1 B 2D A5.15 2B A2 129 I < r •. 1 D A5.14 1 B_ p 3D A5.14 3B 1 8 I --_ _ A13 2 DOORS NOT LOCATED BY DIMENSION ARE TO BE CENTERED IN WALLS AS SHOWN A2 131A 133A OR LOCATED 4" FROM FACE OF STUD TO FACE OF JAMB. O . m > 1.1•H (E) <1C > 3C 1C 2C < ( ) 3 MASONRY DIMENSIONS ARE NOMINAL. COORDINATE ACTUAL ROUGH OPENING> 130A A2 < ESTIBULE (E) AllE MASONRY DIMENSIONS. a)a y A13 < 1 ' i00 ii 8-3 OFFICE < A2 ! 132 I 4 DIMENSIONS AT RELITES ARE TO CENTER OF ASSEMBLY UNLESS NOTED cti ' ' 3� \(3.' ' ' )'\' ): 3� ( )C YA .. '� OTHERWISE. III N I _.., > © i 130 J < N � :: V X ')C./. V f `( X\'_b 1 )� x - ' i i i i i - m > Q N A9.21 < w r I 1 1 134A STORAGE E 118C �I N II 5 USE DIMENSIONS SHOWN; IN NO CASE SHALL WORKING DIMENSIONS BE SCALED IIT x xlt N ++ :11< x x 11 x X x x x x x x x x x U u x x x x x x x x x � x x x x x x x �-li � '� x x x x x x u; x x x x x x x x x x p 134 ° FROM DRAWINGS. CROSS CHECK DETAILS AND DIMENSIONS SHOWN ON THE .moo� ill - L 6 A6 t ARCHITECTURAL DRAWINGS WITH RELATED REQUIREMENTS ON THE STRUCTURAL, }� D i (E) A6 HALL 1148" A9,21 A6 �f 35A ' MECHANICAL, ELECTRICAL, PLUMBING,AND OTHER DRAWINGS AS APPLICABLE. . m T NOTIFY ARCHITECT OF ANY DISCREPANCIES BEFORE PROCEEDING WITH THE 13 143A 9 l 143 2C A5.17 c,-, (E) A2 8 1A MUSIC (E) _ i , WORK. .113 A8.1D r (E) A9.21 CLASSROOM A7 6 CONDITIONS AND DETAILS MARKED"TYPICAL"SHALL APPLY IN ALL CASES UNLESS O i 1 .s D 'ice,) - = L -L _I i 14B 1 14G I I 114G I_ -111--1- i I --2Bv. 26A 1 1 e 3 hi35 �, D SPECIFICALLY INDICATED OTHERWISE. TYPICAL DETAILS NOT REFERENCED ON O �` �� n 137A - {E} DRAWINGS APPLY UNLESS NOTED OTHERWISE BY SPECIFIC NOTES AND DETAILS. 01 (E) • WHERE NO SPECIFIC DETAIL IS SHOWN,THE CONSTRUCTION SHALL BE IDENTICAL E8 E3 1 T w 1C w(E) STOP. f OR SIMILAR TO THAT INDICATED FOR THE TYPICAL CONSTRUCTION OF THE 0 © (E) E 12 1185. I irroH + © PROJECT. r n A3.20 ) A9.20 _I / LA3.20 s V J 4 A3.11 2 STORAGEWHERE NO SPECIFIC STANDARDS ARE APPLIED TO A MATERIAL OR METHOD OF COURTYA D MECHIELEC A2 iTIL.,,,_,,, (E) 7 CONSTRUCTION TO BE USED ON THE WORK,ALL SUCH MATERIAL AND METHODS AREVZfl �, 14'-11 518" 1123 : 137 I 1136 I HALL TO MAINTAIN STANDARDS OF THE INDUSTRY AND,WHERE APPLICABLE,3 A6 ¢ DOS MANUFACTURER'S INSTRUCTIONS.6' S 6 A5.13 © Mk / 10' 8" r M I 143I / 1f . - s A14 A8.10 A6 l � li 8 LOADING OF CONSTRUCTION MATERIALS SHALL NOT EXCEED THE DESIGN LIVE "� co A9.22 A8.10 j , 1.. N ® E • 1356 w< NO ti ,II E7 - (E) I O • _ 4- , r LOAD PER SQUARE FOOT. 1B r - E �-_ y IA .r - 1 ► !T ■.^: �r a x -x?' r i -- i �. \/1 1 T _ 09 ESTABLISH AND VERIFY ALL OPENINGS AND INSERTS FOR ARCHITECTURAL, MECHANICAL, ELECTRICAL,AND PLUMBING WITH APPROPRIATE TRADES, DRAWINGS, = A14 SMALL 117A > ® A7 ® [ V n : _ CO ao GROUP r 9 AND SUBCONTRACTORS PRIOR TO CONSTRUCTION. O r E -- ~ A 3D A5.1 3B f 20'-0 5116" % 5 3!=" I s " .. kr) ch ) r-s A9.21 ( ) ;¢ }, -0 - HANDRAILS,I I A6 1 f 10 PROVIDE ALL NECESSARY ANCHORAGE BLOCKING, BACKING, FRAMING FOR rr^� L A3.10 4 '� N - MDF ROOM (E) } HANDRAILS, DOOR STOPS, CASEWORK,SHELVING, MIRRORS,WALL MOUNTED ■� V J CO 1 ' 147A EQUIPMENT,AND ALL OTHER ITEMS AS REQUIRED FOR COMPLETE INSTALLATION. f • ;r.=EN ' A4.50 c,s, _ 1144 I U) E2 11 N A2SMALL A2 i Q I cc7 2! A5.17 2D LAUNDRY (E) KITCHEN �..I 2 A3.1011 CONFIRM ALL ROUGH OPENING DIMENSIONS FOR DOORS ANb WINQOWS PRIOR TO ' ~i CROUP E y �o �, 144A I 1 IW 147 ` COMMENCEMENT OF CONSTRUCTION. S r , - �, L STORAGE A2 M NJ I - (E) 145 ! `f N- 116A I 116 CLASSROOM > CLASSROOM HALL 138 TO LETI - 12 WHERE A LENGTH OF WALL IS INTERSECTED BY PERPENDICULAR WALLS,WALL ^^,, W I I iJ 4 TYPE TO BE CONTINUOUS BETWEEN TAGS UNLESS NOTED OTHERWISE. b ` LIBRARY y 125 124 I 126 N f LADDER 140 145A - I a® 1 Aa.So � LO o "� 114 115A 2A A� , - I - , I 13 PROVIDE SOLID BLOCKING BETWEEN ROOF JOISTS WHERE WALL RUNScl) Cfl Alk I� A6 II u� a PERPENDICULAR TO ROOF JOISTS. GYPSUM BOARD TO TERMINATE AT ROOF •- co '- 1 �' m • JOISTS. .limo A3.21 r' _ A6 i 1B A5.16 1 A I i 1 ,� "" A3.21 V J Cl_ 1� E� L. 1A 2D A5.13 2B 4A ? 3A L- _I 11 143C I • A6 (E) © ' -4--' - - 14 SEE WALL TYPES SHEET(S) FOR DEFLECTION HEAD DETAILS. V) co co r Ec, A2 Al �! 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DULL Y N ,- 1Bo l J-Z -� 9 :#° PORTLAND, OREGON ,- bo NOTE: SEE MECHANICAL FOR GAS 4A A2 A2 A2 A2 A2 •--I A10 ;f ijilIII � 1 ) IJlII1II11I -11LI1 ]-HrIIiIIIj IlJL -, A2 _ A2 rIiIIJJIIIIIIIIII 11 L111 -1 "J IJIIIIII 101C117 ��O Q �� `Ilo> vvvvv�vv�wv �i Q i i'-Z- l��vvv vvvvvvvv I Q fl Q vvvvvvvv� vv�/�nvv vert---I Q ; iQ �; vvvvvvv `� . O1' O� 1- 4D A5.12 4B < �' oD (D I I!) V M i j� > o 0 0 • 0o• o ' 4C 10'-7112' M A4 , l',-' EQ. EQ • r HALL. '' 1 TEACHER I A2. , DEMO TABLE- 1 I { 110 I y i= SEE DETAIL \ •, ,, _ r A10 Co ` 1 EYE ! SCIENCE 7LiiLcc- q2WASH ° P > r 113 1C A5.12 A6 . -, El0 q 1 111 I • CLASSROOM > CLASSROOM CLASSROOM CLASSROOM CLASSROOM LASSROOM CLASSROOM ' N "' A2 �-"` 2A n 1B I. 109 > 110$ 1 I 1 I 105 1 103 Al A6 4A 3A 2A 1A 10-1A2 3A F o A2 r FU , A5.12 2B •'i 5A 1) I " I ' q6 > EYE OOI+D_ El I > 4D A5.11 4B3D A5.10 3B 2D A5.10 2B ( ) 3D A5.11 3B 20 A5.11 2B 1D A5.11 1B F--� A2 C WASH �'�S° � CIENCE m r m C ] 5D A5.11 5B > i 1 r' � ir x TEACHER _ Al I 4C 3C 2C 1 1C 3C 2C J`_ �'�`i • DEMO TABLE- f 112 i ❑ SEE DETAIL 1 A2 EMERG. I o 5C p 5 _ EQ. EQ. SHOWER y x o , , v _ as o E2, �� 4<, A2 > - , r .7 3D A5.12 3B 6 N I -°� _, I 5 > k e y p l a n A8.10 CU A8.10 Q > Y: JI H 3C I W = 0 6 d 1 I . . G i L J ' E._ �_..._:......� I . '' _` r _� -- - -_ Q phase Building Addition & NOTE: SEE MEGHAN�CAL FOR GAS E10 BOLLARD,TYP , it ir 1. ® ®' % o Remodel Package .N s 20-0" 20'-0" 20'-0" 2g-0" 20'-0" 20'-0" l• 20'-0" z � y I �p� ,�, �� /,3.11 E R U r T - .- TRT - - - TI el° T _ - ., TMT - - - TmT - - - T[4 I T - - - T - - - 5 }1 J date February 21, 2013 _ J revisions U -Ja . 0 [10 7 - i 2 A3.23 Q 4 1 3 . A3.22 A3.22 A3.23pi A3.10 pi ;s .- " r ) 52-8 22-4 20-2 37-6 60-0 d - , I' s N ilk F cp I 3 4 6VP 0 project# 11015 FLOOR PLAN SECTOR A o €1; coQ A2 . 1O o • 1 0 FLOOR PLAN SECTOR A N-C SCALE: 1/8"= 1 -0 C•J cU WALL TYPES NOTES: WALL CONSTRUCTION TYPE-SEE WALL TYPES FOR STC RATING AND Al •-"*---- FIRE RATED CONSTRUCTION DESIGNATION(IN HOURS) Ca 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 TYPE TO BE CONTINUOUS BETWEEN TAGS UNLESS OTHERWISE NOTED. 4 6 r A3.23 � C--7- , A3.23 9 A3.24 � 10 A3.24 A3.24 512) A3.12 1 • LAS ' A5 TRAINING - - OFFICE • -kif , :iy- I I(E) 0, F A5 - 172 11 I I I I A5 175 1 . -:.,.. ., ....-i.,..,. ...... � .. .�,, sr,.,. "T. . .* ...r rxiv ✓ h-n...t 'an^� v�. .. -... . . ..o , .. .-r�.,,.. r - y - c - � ' .a, i. 0 . ._.,... .._:.::...... .....,...c ...--.�.:,. 1,........._: ,... ..x., .:,. , ...,. ,,:...-�., s . .. a .. -_....v....: rci:3. .. ,.r..,... ..3:.,-i... .Cl✓.. .,... '�.....,- .. ,-.... ,a ....1 ... v.- ' .a.',i` ,.«.w.,.�: �-✓... ........... ..._i.1�3/. r.. .-...0 x-r'Z'..G". .r.:.,rv....r .-.. F. r_.�.1!'-.c C:.2`..... tom, ..,ti....Jl... v< .<v. ...,.,..,.,.. ._;l.r._..� .-v..k,... .4��t, y v....,.. ..w,.fn„r.-,.. .,,, .. .... .. ...,.. .. .. .. . .. . `' C" I 9 A2 l E,2 ABOVE I r ni 175B - --_ CO FLOOR PLAN NOTES: ,, I -- ., rlil --- l T T C x x x �c „ , 159A f 1.1 1 DIMENSIONS SHOWN ARE TO FACE OF STUD, FACE OF MASONRY OR CENTERLINE AL, A8.10 OF COLUMN OR GRID LINE UNLESS NOTED OTHERWISE. a El3 (1) ® A6 �E) i _ y , I 2 2 DOORS NOT LOCATED BY DIMENSION ARE TO BE CENTERED IN WALLS AS SHOWN 0 0 A13 1 178A - l UP / OR LOCATED 4" FROM FACE OF STUD TO FACE OF JAMB. • ,,,, 1 + = "` UP 2A I A2 3 MASONRY DIMENSIONS ARE NOMINAL. COORDINATE ACTUAL ROUGH OPENING E qv�E - WEIGHTS/ MASONRY DIMENSIONS. ' 1FITNESS I x (E) , 2C A5.22 2B 4 DIMENSIONS AT RECITES ARE TO CENTER OF ASSEMBLY UNLESS NOTED l • 159 N OTHERWISE. j } A13 �`U A2 �++ 1 4 I { (E) ,°�' IA I 5 USE DIMENSIONS SHOWN; IN NO CASE SHALL WORKING DIMENSIONS BE SCALED O (E) STAGE AUDITORIUM _ 1D A5.22 1B FROM DRAWINGS. CROSS CHECK DETAILS AND DIMENSIONS SHOWN ON THE ARCHITECTURAL DRAWINGS WITH RELATED REQUIREMENTS ON THE STRUCTURAL, '� 164 163 I HALL MECHANICAL, ELECTRICAL, PLUMBING,AND OTHER DRAWINGS AS APPLICABLE. • �� (E} SOUND '-I [ I I I 162 -I I{ 160 T 1 NOTIFY ARCHITECT OF ANY DISCREPANCIES BEFORE PROCEEDING WITH THE 1::$WORK. - • ^ 'L A2 1 C 6 CONDITIONS AND DETAILS MARKED"TYPICAL"SHALL APPLY IN ALL CASES UNLESS O DP A' i , ..i Al ,� D SPECIFICALLY INDICATED OTHERWISE. TYPICAL DETAILS NOT REFERENCED ON 0 L ' 1 DRAWINGS APPLY UNLESS NOTED OTHERWISE BY SPECIFIC NOTES AND DETAILS. I I I I' 1m A8 WHERE NO SPECIFIC DETAIL IS SHOWN,THE CONSTRUCTION SHALL BE IDENTICAL 0 u " A8.10 `' OR SIMILAR TO THAT INDICATED FOR THE TYPICAL CONSTRUCTION OF THE 0 4 (E) 1� 157, molt- "' zo 4 PROJECT. Q I1� mC A3.20 i• i�/\,‘_.--,\-n.: i�l�<�i �IIIl�LIr•�j�� A3.20 (E} STOR. Al • El -_ _-T LL_-- . WHERE NO SPECIFICBA STANDARDS ARE APPLIED TO AMATT=RIAL OR METHOD OF ii '1 = 161 _ 7 CONSTRUCTION TO E USED ON THE WORK, ALL SUCH MATERIAL AND METHODS ARE C. TO MAINTAIN STANDRDS OF THE INDUSTRY AND,WHERE APPLICABLE, CO D % �- 160 El MANUFACTURER'S INSTRUCTIONS. II, ` 161A- % 'I 35' 913116" 911." - co 8 LOADING OF CONSTRUCTION MATERIALS SHALL NOT EXCEED THE DESIGN LIVE .19ii if (E) (E) Ni (E) N LOAD PER SQUARE FOOT. CD N (----"NN - - - ■ ,..... E 1 _ � jj) 1 fl J I ._ I I r - r� �, GO 9 ESTABLISH AND VERIFY ALL OPENINGS AND INSERTS FOR ARCHITECTURAL, d7 ¢ I , , TRADES, DRAWINGS�`� BOLLARDTYP.j i �'� yi AND SUBCONTRACTORS PRIOR TO CONSTRUCTION. O �_ ® r louts . .....' C I 10 PROVIDE ALL NECESSARY ANCHORAGE BLOCKING, BACKING, FRAMING FOR HAN16DRAILS, r (E) (E) [f ° O HANDRAILS, DOOR STOPS, CASEWORK, SHELVING, MIRRORS,WALL MOUNTED ■� Cr)V, i; Ami f` 150A A3.24 EQUIPMENT,AND ALL OTHER ITEMS AS REQUIRED FOR COMPLETE INSTALLATION. 0) 147A '; v/ I �� 2 A3.10 • 11 CONFIRM ALL ROUGH OPENING DIMENSIONS FOR DOORS AND WINDOWS PRIOR TO ■ ~_ >% COMMENCEMENT OF CONSTRUCTION. T,3 mC 0 2 A3.12 12 WHERE A LENGTH OF WALL IS INTERSECTED BY PERPENDICULAR WALLS, WALL .� TYPE TO BE CONTINUOUS BETWEEN TAGS UNLESS NOTED OTHERWISE. c CI) a ' �✓ 13 PROVIDE SOLID BLACKING BETWEEN ROOF JOISTS WHERE WALL RUNS • O © - © PERPENDICULAR TO ROOF JOISTS. GYPSUM BOARD TO TERMINATE AT ROOF • ■ :3 A3.21co 2A A3.21 JOISTS. • ■' v J r 7 COMMONS 14 SEE WALL TYPES SHEET(S) FOR DEFLECTION HEAD DETAILS. I N fC4 CO j 2D A5.20 2C 150 Cl) 0 U) C- r 1 iG a E2 o C) LC) LC) 2B o t V 0 _1_,_ ,,, cro? I 0 T - 150B C° r 4 7 3/ '5' 3 7116" 16'-0 15116" , 1T-3 1/4" .-P �� 4 • A3.21 P2 A4GO Al Iispirml A3.21 A9.21 A9.21 A2- n ID _ 7 t1;,_,'- ' ' ■ - - ' - i�� I 1 5C IL u ��r.r .I 158A :Il� I -� l, 0 �.� ,�, L], IIS a o1 i; I T - u; NORMAN 3R3L1- il . DULL C--� 4A • U 4 A16 ' - s °i iii E2PH Z T A2 I ` A4 A9.21 A2 CONFERENCE j r -- 1 H H r A2 l� e 4D A5.21 4B I a�I EQ �, 10' 5" EQ s PORTLAND, 0' aN,�� I I LI- T- 1 155 1 ,.a, ' �� tii-' 1.��.�.«t 101c ¢ Q 4C OF 0��' �, WORK ROOM LU 155B I I (1 ao • I II' r f li ] C 158 v N - I 4,2 A2 A2 I (,i HERITAGE -RECEPTION-� - HALL OPEN m Lo t 101 1 152 I OFFICE - T I T - -1-:,7-RE-1F. - T 1� 12'-1 13/16" • S- �� 154 Tx) I �'• r ¢ 1 A1I� - a, W - 1 REF. 2A ® F-- Nr cn LIC A5.20 IA v D A5.21 1B1-1 'I, A (E) 3A • ,, 2D A5.21 2B 1B m 3D A5.21 3B 1C * A6 A2 2C K1 . © A2 - - C i t< I A2 3C ` 6.T A3.22 _ STAFF ROOM A3.22 ¢ I m 153B M j 1566 1 157 1 , Zo CONFERENCE , .4 •• `RINCIPAL Lo A a) 1 ti VESTIBU E 115311 A2 H A2 }--4 1156 1 [ , Te:mta0.6 A2 H F $ 1 100 1 Y p • _ - R I It a I a >n - ,, ��3/ 12' 10 518" 8'15 314" ,7' 3114" 8 4 114" 4�. _ rl I a -- QI,-' o�--_v__. t.__..._ ------- -_ - , ■ I phase Building Addition & 0 I ' I� I b d 40 J of o; 4 o l ° o ° ® A8.10 © Remodel Package Z W 1 EQ EQ t A8.10 C.) A81 date February 21, 2013 co Pte0- P'-,o'. �, revisions 20-0" - 60'-0" 21'-11" r 22'-1112" 26'-6112" • 8'-4" Ln N-- 1 ;o 0 0 I P c0 3 u) ilk 4 Alk AI U YfIN A3.23 A3.12 A3.24 A3.24 6 tl (053-- 9 - ED) 11 12 x 0 } 111) project # 11015 FLOOR PLAN SECTOR B L{7 r O ED II (...„,_ s FLOOR PLAN SECTOR B N O SCALE: 1/8"= 1 -0 U WALL TYPES NOTES: WALL CONSTRUCTION TYPE-SEE WALL TYPES FOR Al FIRE RATED CONSTRUCTION DESIGNATION (IN HOURS)C RATING AND , I 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 TYPE TO BE CONTINUOUS BETWEEN TAGS UNLESS OTHERWISE NOTED. • • FLOOR PLAN NOTES: 1 DIMENSIONS SHOWN ARE TO FACE OF STUD, FACE OF MASONRY OR CENTERLINE OF COLUMN OR GRID LINE UNLESS NOTED OTHERWISE. CD 2 DOORS NOT LOCATED BY DIMENSION ARE TO BE CENTERED 1N WALLS AS SHOWN OR LOCATED 4" FROM FACE OF STUD TO FACE OF JAMB. CO 3 MASONRY DIMENSIONS ARE NOMINAL. COORDINATE ACTUAL ROUGH OPENING E - MASONRY DIMENSIONS. Ce 4 DIMENSIONS AT RELITES ARE TO CENTER OF ASSEMBLY UNLESS NOTED Ce OTHERWISE. 5 USE DIMENSIONS SHOWN; IN NO CASE SHALL WORKING DIMENSIONS BE SCALED gh a © FROM DRAWINGS. CROSS CHECK DETAILS AND DIMENSIONS SHOWN ON THE O A3.23 A3.24 A3.24 ARCHITECTURAL DRAWINGS WITH RELATED REQUIREMENTS ON THE STRUCTURAL, MECHANICAL, ELECTRICAL, PLUMBING,AND OTHER DRAWINGS AS APPLICABLE. ■w,■■ NOTIFY ARCHITECT OF ANY DISCREPANCIES BEFORE PROCEEDING WITH THE m0 WORK. IV O 6 CONDITIONS AND DETAILS MARKED"TYPICAL'SHALL APPLY IN ALL CASES UNLESS O • A3.13 SPECIFICALLY INDICATED OTHERWISE. TYPICAL DETAILS NOT REFERENCED ON 0 8 9 10 DRAWINGS APPLY UNLESS NOTED OTHERWISE BY SPECIFIC NOTES AND DETAILS. 1 � WHERE NO SPECIFIC DETAIL IS SHOWN,THE CONSTRUCTION SHALL BE IDENTICAL OR SIMILAR TO THAT INDICATED FOR THE TYPICAL CONSTRUCTION OF THE O V PROJECT. 6' 7 112" ,, _ 601 0" , 21'-11" 2�'-1't12" e p I • coVJ L i - ; _6 . WHERE NO SPECIFIC STANDARDS ARE APPLIED TO A MATERIAL OR METHOD OF BOLLAFD, TYP. , 7 CONSTRUCTION TO BE USED ON THE WORK,ALL SUCH MATERIAL AND METHODS ARE V /— { °• . da.. = . ._ TO MAINTAIN STANDARDS OF THE INDUSTRY AND, WHERE APPLICABLE, Cr) CD ® v _ , - .. a „ . ° •� ❑ MANUFACTURER'S INSTRUCTIONS. C. ..- ] 8 LOADING OF CONSTRUCTION MATERIALS SHALL NOT EXCEED THE DESIGN LIVE N 1 E LOAD PER SQUARE FOOT. 0) N I .. N- E6 9 ESTABLISH AND VERIFY ALL OPENINGS AND INSERTS FOR ARCHITECTURAL, 07 MECHANICAL, ELECTRICAL,AND PLUMBING WITH APPROPRIATE TRADES, DRAWINGS, 166A AND SUBCONTRACTORS PRIOR TO CONSTRUCTION. (113 O ' A3.24 EE _="A ' I� J (6)• 10 PROVIDE ALL NECESSARY ANCHORAGE BLOCKING, BACKING, FRAMING FOR • i FORWARD F LDING MOTORIZED BAC`�T4'3 TOTA�OF7'-4 518" 9'-6 7116" _ Cl)HANDRAILS, DOOR STOPS, CASEWORK, SHELVING, MIRRORS, WALL MOUNTED •• � , a • —• n ... i°� �` MI ISMII IIMI IMI �r o EQUIPMENT,AND ALL OTHER ITEMS AS REQUIRED FOR COMPLETE INSTALLATION. 0) .i I _/- I— �J I I I - I �'=-- 11 CONFIRM ALL ROUGH OPENING DIMENSIONS FOR DOORS AND WINDOWS PRIOR TO '� . ALCOVE A5 IH COMMENCEMENT OF CONSTRUCTION. (U,,) f; • I 1 A5 167 I• 170A 12 TYPER O BE CONTINNUOUSA LENGTH OF LL IS BETIWEEN TAGS UDBY PERPENDICULAR NLESS NOTED OTHERWISE., WALL ♦ ♦ n' I i V �V r LC) `' `` '` ` " " '� 13 PROVIDE SOLID BLOCKING BETWEEN ROOF JOISTS WHERE WALL RUNS LLL) N- coS I m . I 2 PERPENDICULAR TO ROOF JOISTS. 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E 1 , , A B PRE-FINISHED SHEET MTL COPING __ I I r- 2' 4 314' 2'-4 3/4" 6-4" 6'-5" 3'-T' 13 0 7'- 7-8'l 1 14'- " 3'-0E" 7'-O" 6'-0" - 6'-0" 3'-0" 7'-0" 4' 11 7'-1" 3'-0" 7'-0" 9'-9" _2'-7"- 7 1/4"- 6.-4" I i L " {3 5/8" , I I I E I I I i 1 1 /-11—/ 1 1 1 f T.O.PRPT-GYM key plan 30'-0" phase Building Addition & BV-1 EC-2 EC-2 EC-1 EC-1 EC-1 EC-2 EC-1 EC-1 EC-1 EC-2 EC-1 EC-1 EC-1 EC-2 EC-1 EC-2 EC-1 EC-2 EC-1 EC-1 INFILL (E) DOOR wl Remodel Package SALVAGED BRICK OA MEW 7 EC-1 - A$11 T.O.PRPT-AUDITORIUM J- r_ - - Z A8.11 I :' ' ;'. `1,,. 4 ,, . , .. 19'-11 314" date February 21, 2013 ili ,__. L er _ .,..�r.7r...d:o� T.O.PRPT MAIN ' '�� - � 1T-Q 314" revisions cli E '�_ +arr i \\J .\• . . r ,.„• } : ' 1'', %•-� : _; EC ? EC-3 EC-4 EC-3 EC-4 EC-3 EC-3 EC-3 EC-3 EC-3 EC-3 EC-3 EC-3 EC-3 EC _-E;. _._; " --- -7".°7.--:--:'-',--F4-5- 4 :' r1. _ �. EC-4 EC-4 EC-4 EC-4 EC-4 EC-4 :,._.�...t-- ,a ,06.:NW: . T: F\, .41 _uJ Ur — ti's,• �, T \ ..= - I -- • — MAIN FLOOR CI) - , Cr - = (E) BRICK D _ .. _ project# 11015 "' 12'x6'GATE SEE A8.30 EXTERIOR ELEVATIONS Li", FOR ADDITIONAL GATE 25 INFORMATION SECTOR C <, . O7 P o EXTERIOR ELEVATION SECTOR C - EAST 0 N Q SCALE: 1/8"= 1'-0" N CNC) 08 9 100 Cl2 0 ; IBI 1 GROUP a © A3.30 Dull Olson Weekes - IBI Group A3.30 Architects, Inc. 7--- 907 SW Stark Street Portland OR 97205 USA T.O.PRPT-AUDITORIUM tel 503 226 6950 fax 503 273 91 92 - 19'-11314" www.dowa-ibigroup.com www.ibigroup.com r 'i T I ! I I I I I I I i I I I f I I I 1 I I l i I I r i I T.O.PRPT MAIN ilk_ 1T-0314" (E) STAG I I ` I 1 1 1 1 164 1 ' R I I (E) AUDITORIUM 1 (E) STOR. I I FITNESSI FITNESS I ' I 163 I 161 1 i 1 1 159 1 I - I 11 IIII 1 1 1 1 MAIN FL I f � l I I 1 1Il 11 L 1 r� 1 ini u rl . � � I 111-1- it 1 1 — " I TI —Wfl- F -FirTILIFIII I 0 —11 p _- -111-=111-111=11E-11 HI11 =� i —1 I 1 1 I I 1 I 1 I 11 1 I 111 I L 1H1111 1 =11 1 _ lEllir 1 11 Ill ' 1 1 1 _11 , 11 11 HI 11 1 I 1 11 1 1 11 1 111 HI 111111 111 11 11 _-,1111-1 1 1- 1 ' 1 1 1 1 111 1 J1 1 111 -111 A I J-111- 11_111_11i Ill ill II 111 111 111 III III III III Ili HIHI111—III III I11 111 III 111 111 III 111 111 111 111 111 _HI Ill 111 111 III 111 1i1 111 11 111II1 • BUILDING SECTION SCALE: 118 = 1 -0 A o E a) et ■ 0 110 0 c-3� 4 6 i. 7 _ o © < 0 © Ilk A3.30 � A3.30 0 A3.30 T.O.PRPT-AUDITORIUM U 1 0 r rt4 r- T - - 19'11314" T1.7O.0 PRPT-MAIN �� T1 I V I 17'-0 3!4" tr-I 1 I _ �]I i Li i Cl)i ft I IT i i i 1 i i i i i T i i T i T I I T1 _r 1 I I I ( ) E STAGE Scn 1 i r^ 1 I I 164 .CD = El I I I ' I I I (E) MUSIC II I I LIBRARY i I COURTYARD I MALL tTORAGE MECHIELEC HALL CLASSROOM Ca O 114 151 137 136 143 135 �"'' 1 1 1 I I Stage 1 I I 1 -111-111-A 31 - 1 I I ! I-1 MAIN FLOOR_�1y\y- I 1 I I I I I t I I I. I li y .. y. I. I , , I.. ,. I , I. r 1' I I 1 _ 7 -C I- ------------------1-T-AIRA" 11 ' 111---TIll—=.-11H 1 1 111 111-11 1 -1 111 1ii 111I I ll 11 111 1 11—lll l = Illf 11 -Ni• h = 111 w 11 11 1 ill 1 1 111 = 11 1 1 11- 1 I 1 1111 I 11 1 HIi 1= ..c CD 1 L (,) 11 911-11-111 1 1 11 11_11 11 1 III 111 Ill I I = 11 1 I 11 I 1 I 1 i I —I 1 1 — I I— 1 1 1 1 1== 1 = I — I a,,, o r5 - 11 111 11 11 11 111 1 1 1- 1 I 111-11 1 1 1 1 —1 I - 1 -I I - - I 1 1 - I Ill--111 `0 1 SD - 1 1 I ( 1 I I=1 I I III—III III=1 11=1 I i—i I I 1 1 1-1 1 1 1 1 1 1 I I'III—II I III 1 1 1 III 1 I I 1 1 1-1_HiHIill III III I I I—III III IIIIIIIII III _III III III ! III I I III III—III I I 1III 1 1 1—III III ill III III=1 I I III II I 1 111 ,a ■ — N. 7r BUILDING SECTION0 �_ �_ SCALE: 1/8"= 1.-0" Cl) CJ) C� M O tOf7 in co --% 1 0 3.) 41 C-5,.} 6 6A3.31 A3.31 A3.31 T.0 PRPT-DI 1 Milli DIESEL 4_ ``" . E =z-14)I III I III ! III !: 1 © © S - Ir1 I I I Ar .. A3.31 A3.31 � 1933 I I1 T1II TI I I 1 T.O.PRP�,aI4 � NORMAN R. DULL � I I I . � �� 1 1 I I : T1111111 ,1111111111111 . 1111111111111 ' I POTLAND, OREG�`1 I ?)' � .$ I I V -1 � � L A 1 OF I I I I I I 1 1 I I I : I I I I I I I I I I I I I I I I I I I I '! I W `L - 1 I MAIN FLQD =1 ; I ill1 1 11 1I I I 1 I E - 111 - 111 - 111 - 11HI � 1. . .111 1 II I ill 11 1 1 11 11 111 11 1 111. , , 11 11 1 ! 1 1 11 1 =1 1 . 1 IT 1 717 I I 1 1 = 1 1 91 _ - , , , , I I , , I I I i I-------I i I I i f Ili i I I Iill II Ili i I , ill , , III 1 1 ,', I i I I I , f , V I 1 I I I I I I , ii ,1! , , 1 I , I 1 I ,I I I II I III , 1 1 1 1 I I 1 1 11 11 I l I 711-1 =1 III Ill III III 1 1 1 I II�--1 1 1 III 1 [ 1 1 1 4 III III ill I = l III III III III-111-111-111-111-111-111- I BUILDING SECTION 0 e4.4:1.v 1, =7;.--'.1 • SCALE- 118"- 1'-0" Y-. r l 4 ite44;014.1: 1Er-; C CI .:744 ,a;‘k,iMil./111 n 6 O 8 9 C C:1-2 key plan A3.34 c) T.O.PRPT-GYM_ phase Building Addition & 30'o° Remodel Package 1 A3.34 U 1 , --1-------- 0 V 1 1 date February 21 , 2013 1 _ I --� 1 I 1 A334 revisions � I I ---'-'1-- - 1 I 1 1 I I GYMNASIUM GVIDER CURTAIN r_ O 1 1 I 1 r _ I II - 1 - Illilllll , I ' I I I I I I IIIiIkIIIIIIIEilliii i I I II II I l i l [ I E I I ! (� I I I 1 11 1 1 1 , 111x111 I 1 I k - r I i� I I - - I I I u I I j I i I I I r � f I •,� I I I 1 7c1 I I GYMNASIUM i 1 1 1 1 1 1 1 1 1 1 1 1 I k pirrinfte I , I ��lllll cr, I 166 1 I I I I I I I tt I I I I I I project # 11015 I I I I I I I I I I I I I I g 1 1 1 1 1 1 1 1 1 1 1 1 MAIN FLOOR 4 BUILDING SECTIONS , I E- III- 111 111 11 I ----. ----.-.-�-i I ----1 I---... I - .--- IIIIIII I I I II l I O 1—I 1 I I 1— . 1 1 111 1 1 i 1 - 1 I ---I 1 — 1 11 I 11 _ 1 I N 6 - 1 11 1 111 — 1 Ill I 11= 1111= 111 - I I =1 I— 1= = 11= 1 I UJH —H = I o = 1 1 =1 =1 1 f 11 f I -I 1 111- - I � , I 1 1_, ,_, . � 1 1 _ 11 1 1 — 111 1- A3 . 20 o, BUILDING SECTION 4:1 0 SCALE: 118"= 1'-0" 1111.11.11111 CV c`vU ® 08 C9) (1-0� � 1 r , IBI GROUP Dull Olson Weekes - IBI Group Architects, Inc. Ilk e A3.32 A3.32 907 SW Stark Street Portland OR 97205 USA T.O.PRPT-AUDITORIUMtel 503 226 6950 fax 503 273 9192 19,-11314" www.dowa-ibigroup.com www.ibigroup.com r-- _ I 1 1 1 --"T T T T T T T T T T 1 T T T T T 1 T T T T 7 I I I i i i i I a i i i i I 1 1 ju 1 I 1 1I I I I I COMMONS I 150 I I I I I I MAIN FLOOR S_ —III 1111III IIII I E III III III III III 1 1 1 III III 1 III 1 III III III 1 III 1 III III I 1 1 I klI 111 E I1 I I—III —i I IIII=IIIIIIIII —III I I ! III—III-' °I' 11 11 —111H1 ,— I 1 11 111 11 1 =1 I 11 = 1= - I 1-111E1 _ , _ 1_ 1 1= 1 1 I I 11 111 11 11 111 11 1111 I - 111 1 11 ; 1 ! II 1 1 11 111 1 -11 =1 ( 1 Ill- 1 — II-----I I I I 1 4 III III III III III I i I III Ill ill iii I I I-I I I I I i III III - I I I lit I 1-I I i III I I I III III-! I III lit i I I I III III III III III Ill I f I-1 s BUILDING SECTION (-- SCALE: 1/8"= 1.-0" 0 E a) Ct 0 2 E3) 4 C-) 6 0 1:15o Q o A3 33 4 0 A3.33 _ T.O.PRPT-AUDITORIUM 0 rU ��rrli 19'-11 314" V O OF T.O.PRPT-MAIN I i 5 1 T A8.21 T T T f T 1 T T 7 T r=r ; 17'-0 314" — V i i i i i i i Il I 11 T r 1 1 T 1 1 TT r 7 1 T 1 T 1 r T T 1 r 1 r a a a I.L a — a a a a a a a a a a a a a a 1 f__I I 1 I CO = N I t I I �� N -- I,- == = c) I °" I I I WESTSIdE CO I I LIBRARY I I ? HALL += O CO 1-5 I 1 1181 1 I I 1 ' I 11021 , .Cr) t1 11 MAIN FLOOORSi_ 0) —1 I I—III III I I 1=1 11=I 11=1 11=1 I I III 111-111-111-11IIIIIIIIII III—III III III III III III III III IIIIII -- III III 1 1 1 III III III 111 III III— I I III I E I III i—III III III I 1 1 ! I I III 11 f III III L 11-1111 1 11 1 11 1JA-11111 ffiI = 11 —I - i— I I 1 I — 1 C.) — 1 -- 11 I ; 11 1 I ! Ill 111 11 111 11 1 1 1117 71 1 111 11 1 1 111 f— 1# H 1 = I , HI 11 1 III- 11 111 1 1111 I 1 111 11--III III III=1 I III III 11 111 11 11 I 1= a) tr5 „..... Lc" I I 1 1 1-1 1 111 I I 1 Ill 1 I i I I I I11 I I I I 111-111-1i1 111 11 1Ill 11 11 I I I I I I III 111 1 1 1 1 11 111 1 I I 1 1 [ Ili 1 Ill I I I I I I I 1 Ill 1 1 I I 1 1 1 1 1 I I 1 1 I I 1 111 1 I I I I I 1 1 1 I I I -1 I I II I 1 1 1 Ill 1 1 1 1 111 111 1 1 1 1 1 1 1 111 11 I I I III 1 1 1 I I I I 1 I I I 1 1 1 1 1 1 1 I I I I I I I I 1 1 1 1 f 1 1 11 I I 1 111 I I I 1 1 11 111 1 I I I l i 1 1 1 1 11 1 I I I I I 1 1 1 1 1 1 I I I III-Ill-1- r- 11- '1 w -C3 -- -- [7- S■ s BUILDING SECTION co -4—• SCALE: 1/8"= 1'-0" a) Cl) co (-0 tV O LC, Lo 000 C6) C11 410 Alk A3.32 a ALT #3 iitl A3.32 .'��\�)11 44)�� r ( T.O.PRPT-AUDITORIUM, �� ? •�� 19'11314" 1933 I I. I I I T.O.PRPT MAIN NORMAN R. DULL _ I. 1 17'-0 314' r r r r r 717 777 T T .7 r r T r r r r r 7 7 � . \ ``� �~� �I 1 I I tl- PORTLAND, OREGOOi4 ,�. a a a a a i a a 1 1 i i 1 i i i i i i i i i i i i i i i I I Y r,(`O I I I OF off„\`(T I ' I I ' I (E) KITCHEN COMMONS I I I I 147 11501 I I 1 I I 1 1 � , MAIN FLOOR tto_ I I -14 0„ [ LHlH—JILd 1 _ 1 ill I 11 tJ—UJUJl 1 IIII III 11 = 1 1 1 f I I =11 1 _1 1 _ _ _ 1 _ 1 1 1 11 1 1 - 1 W- — I - 1 111= 1 —F111 l II 1111 1= I I 4 II _ 1=Ill 1 1 111 1 ll 1 1 111 11 111 11 111 I 1 I iii—w 1H ill 1111 1111111-111 11i111 IIII11 1 1 11 III I IllIlli III Il ill lil I! II ili III=til 111 HIIII Ill 11 111 11 111 HI IIII IIIIiIII III I III-111-111—I11-111-1I1-111-11I-111=1) 1 111 I 1 I I 1 1 1 111 111 I BUILDING SECTION :ifi.A:' ,'.;-;.1,--0 SCALE: 1/8"= 1'-0" � � x � ,* � �� . �v. Welvet, (1} 0� 3 6 6 4 key plan A3,32 a A3.32 phase Building Addition & Remodel Package ri—) r I 4 A3.32 a a date February 21, 2013 _-. 1 1 A3.32 A3.32 -E 1 1 1,..J I revisions T.O.PRPT-AUDITORIUM 19'11 314" E I I I I I ri 7 r T 7 T T T 7 7 T T L rme.- -0 i i i i i i i i i i i i V i a min vi I I I I I I I r T T T 7 T T r T 7 7 I 1 I I I - 1 IT I I 1T I TI IT I I 19 ! 1 1 I- 7 I T 7 7 7 I T n I ' . 11 a a i a i i i i i i L i i i i ii I I Ii 1 I i i i i a 11 w f I I I 4 1 1 I 1 I I ! f MI I I 11 I I 1 i 1 I 1 I 1 I i 1 1 I 1 I 1 I1 1 I 1 i 1 1 1 I 1 ! l I f ! ! I I I 1 1 1 1 1 Ell Z I I I 1 I MENS �.�.j' �►>< . � M LU LIBRARY ORK ROO� CLASSROOM CLASSROOM HALL STORAGE TOILET HALL , I I i i •T...Alai- I (E) KITCHEN f 1 1 1 1 - 1 1 1 1 1 �I I - I 1 114 1 I 1 115 1 1 I 1 125 1 I I 1 124 I I 11 126 I 1 138 1 '140 1 143 11111 lit I 11i1f1i111 r. 147 I I I I I I 1 I II `r i 1 1 T 1 1 1 I F project # 11015 ! i I I I ! I ! I 1 I I I MAIN FLOOR - -- , I III I I I I I 1 11 1 } I I I I I I I I I I - ttt -1- t t$i_ BUILDING SECTIONS o - - 1 rAt_l_ = I 1 U I 1 1 U11 f I 1 I � 1 1 1 I I I I 11 I I I I illI T _ 1 r -- 1 I . 1 �_ _ I 1 I I — 1 _ I _ :111=111=111— 1_1 11 1-- 1 1 1 11 111 I1 111 I 11II_ 1 I I 1 III 11 I I ( I I I I I 1 1 I I 1 1 1I I 1 1111 11 _ 11 — 11 1 11 111 11 1 - 1 I I I 11 —_ =1 1 1 I I I i I I III-1 I i I l 1 1 1 1 1 f III I I l� 1 1-1 I III II I i i 1 1 1 1 I I i=f 1 1-1 I I- I I I�I I H i H i i I I ! I f ill l—III II i 1 I f 1 1 1—III III III III—III—III H I I I I 1 1 I I 1 1 1 Iii III III-1 1 1 Hi I I 11 1 1 1 III I I A3 . 21 o, BUILDING SECTION N Q S SCALE: 1/8"= 1'-O" cV cNl U Ci-3) C CrlD 4tva ! IBI 0 0 0 0 OD GROUP Dull Olson Weekes - IBI Group • ..1T.0 PRPT-DIESEL io__ Architects, Inc. 25'-3" _ ® 907 SW Stark Street Portland OR 97205 USA A3 34 tel 503 226 6950 fax 503 273 9192 I I I I www.dowa-ibigroup.com www.ibigroup.com _ w T.O.PRPT-MAIN I IIIIMMMIIMIIMMMIIIIMIMMMIIINIIII J. I- 17'-0 3/4" I 1 },1 I I I I 1 I I 1 11 I G i { 1 1 I I SMALL SMALL I I I PHYSICS LIBRARY GROUP GROUP WORK ROOM LIBRARY HALL 1 I . 1201 [ 1801 1171 116I I115I 181 110 I I MAIN FLOOR tii_ III ffHiLILL' III III III f t I I I I III III i i 1 i i 111 n I 1= i 11 I I 1 Iii 1 1 1=i I iI I III IIIIIIII I II—IIIIII 1 1 1�1 1 I II II= = 1 —I I _ fes 1 - 11= 11=111_ 1 1 1 1 1 11 1 111 1 I 11 1111 1 1 111- r Ill 11 1 1 1 111 1 II , 11 1 II 111 —1 11 1 11 11111 1 1 11 1 Ill 11-1 1 1 J _11 _ 11 Ill11 1 I 1 1. . . 1 1 1 1 1 1IñLL1I - BUILDING SECTION A 471) SCALE: 118"= V-0" o E w B C ED) E CF1D 0 c et PAINT EXISTNG 0/ 1 • 4 --1--i 6 A3.35 A3.35 73 1. a A3.35 T.0 PRPT-DIESEL O 1.-_ .. >�Ili.4..m. 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BUILDING SECTION CD 13) CD • SCALE: 118" = 1'-0" ^♦ u) M w �J o0 o NLo 6 0 Cii- C9) S OA v A3.33 6 $\-tk� A3.33 =`� f 1933 'C T.O.PRPT-MAIN NORMAN R. DULL I I 17'-0 3/4" iio_ T T 1 1 T T IT T T T T T T T T TT T T T'. I 1PDRTLAND. OREGDri I � l 1 L)> O i i i i i i t i i i i i i i i i i i i - I i I :=== : 1 OF 0� HERITAGE OPEN CLASSROOM HALL .ECEPTION OFFICE I I STAFF ROOM 1 103 1 101 1 152 1 1 154 1 I I 1157 I I I I MAIN FLOOR -III 1 III III 111�I I I I l i III I I I III III—II I III c I I III I k 1 I ! I I I I—III I I I III I II III I I 1 1 I I l i —III III 1 1 1 0* -1 — 111111 111 1111 I _ 1-111-1 — i_111_I 11 1 l l I I 11 4 1 Ill 1=I 4=1 _—Il l 111— 1 I I E I I 1 111 I I 1 I I 111 I II 1 1 I I I 111 1 1 I I I I I 1 I I I 11 111 1 l I I I I I I 11 I 1 E I = 1 / 1 I I I I 11 I I I I k I I I I I 1 I I I 1 I 11 I I t i I I 1 1 1 I I I 1 I I i-iifflTLi -Th BUILDING SECTION .,J,:,,,{4.:;,:,,,.,;:1,!... s 4S SCALE: 118"= 1'-0" R �A - � � se � f / O, y ';;;;00,01 :--'.41::' P y { � F A Ye 5qi.i. /-; ` ' f ..--= CO 0 40 czo c--) E key plan I _,i phase Building Addition & 1 Remodel Package z AI of 9 date February 21, 2013 10 8 A3.3 A3.33 A3.33 revisions U A3.33 _ T.O.PRPT-MAIN S_ OLD 17'-0 3!4" I I I1-1 T. ? 1 f I T T T T T I T I T T T T T T T T 1 TIT 1 T T T 1 1 1 T 1 1 1 1 262 I .1 I I i i i i 1 + -i i i i 14 I i i i i i i i i i I - 1 -1 _ u I 17 I I I I - I I `— I ! I I _ I I HERITAGE SCIENCE PREP HALL1 ' I CLASSROOM I CLASSROOM 1 1 CLASSROOM CLASSROOM CLASSROOM CLASSROOM CLASSROOM HALL iMAIN1 I 1 112 1 1 111 1 1 110 11 I 1 109 I I 1 108 1 I I 1 107 I 106 105 104 1 103 I 101 project# 11015 _ FLOOR BUILDING SECTIONS 111--ill— III 11I 11 # 1H ill 111 , 111ill HIHIIII HiIII iii Hi III 1 II—III III III ill II !—III III IIf—III III fII III III I III III III III mlIII III III III III;III—III 111 HI I m1I ° —11 coo —11 -11L- -- = 111 , 11 ! _ 111 = 1 = =11111 1 11 = 1O —11 -11 —1 1-11 111 lil 111 1 1 1 1 Ilii 1 1 I 1-111 111 I, 111 1 1 _Liiil 1 1 1 111 11 11 1 11 11 , il 11 1 li 11 1 lill 1 1 1 = — . ._ 1119 = 1 ! 11 1 1 I 1 I 1= 1 111 111 111 =1 1 III I I I 1 11 = 1-1 1= 1 1 =111 1 1 = 1= 1 =11 1 1 1 1 = I 1 1 1 = =11 - A3 . 22 EBUILDING SECTION S SCALE: 118"= 1 -0"t9 cv U A B COAh D C(i F G g)ea IBI A3.34 i.----E GROUP r-- I i T.O.PRPT GYM 34'-4" iiiiii l iliiii iiii ii iiiiiiitil iiiiii�i!11 _-w__ i iiiii `1 di i '- 1 I I I I Dull Olson Weekes - IBI Group Architects, inc. H • — i .1 r 1 9p7 SW Stark Street Parkland OR 97205 USA 1 T.O.PRPT AUDITORIUMl!itel 503 226 6950 fax 503 273 9192 IT I II 19'-113/4'I www.dowa-ibigroup-com www.ibigroup.com T.O.PRPT MAIN \/ \j/—\r/ / �� I ` � - _ � -1^±"1—'1—L—:—II ! I I I 1 , ! Iw :-11-1-;--1--'r-1—:f1 17-4 314'S- IMMIIIIMIIIIIIIIIIIIIIMMEMI I ' '\!,!_1 ,ALAI., ��!/, I I ___ I , . ,77461-_ y r - - www , ►, Awl... - . '. ` `'�/\ �, \le P -�1 -r� I- i r I �" r ! , ( -T f ' J' 1 1 I ��=�� I�>,rrn�� I ! I I I I I I I I I I I L I '' I I I I L I -,---I 1 ? I I -T I Erni., I I I : T` I { i , i r ' I ' r :FLT-11j.7 I I I : i I ! t i 1 1� I L� II .'_}-_i Zo L1-1-FHL 1_-.- I I I I 1 • ! I i r I tli, i I - ! I 1 ! b,,,,- 1 1 -�-! y1 (E) - , c : 1 i - GYMNASIUM I _._� AUDITORIUM I ; COMMONS rh I I NE In LI 4 II I = LI 1 1 166 1 1 163 1 r 15 11 , ! 1 ! ' r '\ I 1 r / �r 1 ,'I 1 . � , I I ! ;1 \ , 1. . I MAIN FLOOR S_ 11 - I11 111 I I III ill III III I11 III I11 III III III III III III III III III III—III EI III III 1111/717711111 IIII III III III III IIIII I 11I Ili III III III III I I III III III III IIII II III IIIII IIl i I I l1 I I I 1 1 1 II I I UIJ±LLd I l an �sTI - 1 M 1 111-111-111- 11-1Lill - =_i _111 111_ _ = 1 1 1- I 1 11 1 I _ 1 1 -I - I r i - III IIIIrr r I 1 rr - l f rr rr r r rrr1 . . N I I III II IlII _ 111 , 1 _ 1 1 , „ 1 17,711 . „ _ 1 1I II I I BUILDING SECTION4 I .� SCALE: 118'= 1 -o o E a) CO ® 0 0 0 ED, , w 0 ........ , 7:, 1 1 1 1 • p Q O T.O.PRPT-AUDITORIUM 0 U 19'-11 314" T.O.PRPT-MAIN 1 I.1/\I/ \I/ \1/ \1/ \I/ 1\I/ \/ \V\V)--- _ I 1 17'-43/4" i V __ 1 I. I% \I/ \12-- --1-/ \1/ \I)\I/ \I / V'T' / \I / \r/ \TY \V \ /tl/ \I/ \V NVj C/C I— - - A3.32 CO N (E) STAGE _ - n 1, . . � 164 I I _ = COMMONS HERITAGE = O ❑ 0 1 ,� I HALL Stage -2 = 101 1 3'-1" ! ♦--� _�/, co - 4r.4. MAIN FLOOR � 1. C2? =1 I — I I III III III 11I 111 111 1 I I 11I 111-111 111 III 111 111-111 111 111-111 1 11 C11 111-111-111 111 111—III 11 111 1 1 I 1 4" ! 'i I-- 1 II 11 1 - 1I lIn Il1 I 1' i ll = 11=1 1 -- 11 I 11 1 1- 1- II ! I IIi I X11 _ U -111 111 III III - 11- 1 -- 1 111 I= 1 11 l-UJUJ-Ld--JFIH1 I 1 = I I_ I I I1-111-111-1.. 0 a) _ 1E-111-111 1 III1 11 III�I I I III Ill - 1 IIIHI = I _1 I- 1 I. 1 1 1 1 I I- 11 1111-111- 11-111-111-111-111-1_ 17 a� 1 . 1 . l = I = _ . . I . . . . -1 1 11 . r . 1 111 1 1 . 1 MAI _1 1 1 1l . . . 73 -A' ‘R_ 8 75 -cn BUILDING SECTION - -' g ",1- 1-!. sCn SCALE: 1/8"= 1'-0" 3 U, M §., O O O co a-; G!_,3 0 CDD CE� F CG) © <,-6D -icy A3-34 1933 r T.O.PRP T-MAIN NORMAN R. DULL 17'-4 314" 1 , 1 , ! ! ' 1 • 1 � 1 ' � t-i- -"'— .. � PORTLANp, OREG �I/ \V \ /\ - ` 1w 1 ' ' '/�/�-V�!/� Il\ / \ / � I /LL\7% \I/ : :' �. ' O'r -.- 711 I --1 I A, ---------- I I I I I I I I L.- ' i f ! I € I I I ': 1 � CBC 1 ' M SIC A9.24 1 I I I I I 1 (E) WOMEN. WE`TSIDE _ ! I I € I I , �u7- A3 33 OFFICES CLAS ROOM 46 = _.- : TOILET H + LL CLASSROOM 1 133 1 1 5 r I-�f, —` 1 146 1 102 1 104 1 ! I l l I f 1 - I 1 1 1 1 1 1 1 1 ! 1 1- 1 1 € 1 1 1 1 1 1 1 .. i I l MAIN FLOOR 1Si_ =11 1=111 1 .1 ' I I 111 111 111 I I —111 III I I 11 111 111 111 II In III 1 I I '111 11 111 11I 111 111 -111 111 III 1 11-111 —1111-111 111 111 111 1 I I-111—III 111 I I 111 111-1 411 1== 1 I I 1 1 I I 1 1 — I I ill I II I ! 1111-111- 1-111- 11-11H111-1 II _ =111H11-111-111- 1 1 11 I I ! 11-III1 11111 1111 11111 111 111 11111 11 1 II III -1 l 1 111 111 III 111-111-1 1 111 1 1 11 11 111 111 111 111=1 1 1 1-11 - 1I 111 -111 lli 111 111III 1=1 111 111 11111 I i 111- 1 l 11 ! I 111- 1 I I III-1 l 111=1 11 -1 11 -1111 111 1 1 111 1 1 1 11 111 11 -III1 1=1 l l 111=1 I I 11 _ 1-1 E-11111-1111 1 1 11 11 11 111 111 111I 1 1 il11 I--- 11-- III 1 11 11 111 HI 11 111 III 111 111- =1 1 111 111 1 1 111 11 11111= 1 =111=11 ill 1 BUILDING SECTION 0 '2 2;r4gfi s '',,;',-;-.';s SCALE: 118"= 1'-0" ''", ,�� '- ,i/ , y ° � �'SiY.q a/fA y�.') yam'% s�;% 4'� � e .17.,(i) i--) 0 DEDG 2 • :. ..h .r..,,L1.:::::-ItartitiVIZA OhfkiiiWVill __._.2 , key plan ca i phase Building Addition & . Remodel Package 1— z 6I date February 21, 2013 co T.0.PRPT-AUDITORIUMlio_ revisions 19'-11 314" Lo -MAIN Si._ - - _ 1/ NI/ \1/ \1/ \1/ \I/ \I/ `1,1/ \1/- > / \IA _ T.o.PRP1,-4314 Co - I I r \ L \I/ \1/ \1/ \1/ \1/ \I/ \1/ \I/ NV7I C6 L. I `� • WES IDE CLASSROOM I COURTYARD CLASSROOM =- HAL CLASSROOM w 41 n 1 122 I 123 1 124 I 102 1 108 project # 11015 En - MAIN FLOOR BUILDING SECTIONS 1 1ITr--n I 11 I— _,_JI I 1— 0 _ ► l I I - 1 1I 1 = 1 1 - 11 l I I HtHll - 11 _ 1i1- 1 1 r II CH r- I I— 1 — 1 I1 I I I I 1 I 1 1 11 1 11 111 11 IF_ rn _ Fill=11 Ill ill 11--- 11 11 1 1 1 1 1 = 1 1 1 11 11 11 111 1 1 1 I 1=1= 1 11 1 66 11111- 111111-111-11I 1 I 11-111-111 1 III 1 I111 ! 1 II I— 111-1 l 11 1 11-1 1— M¢ —111-111-111-111—III III III ill I I I III IIIIIIIII III 11 III III III II III III III III III III III II III III III 111 1 1 1 I I III ill IIIIIIIII III III—III—III III 11 A3 . 23 - BUILDING SECTION 0 N-O SCALE: 1/8"= 1'-0" N cvU - , i IBI GROUP 1 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 B C D .__.1.__.19 � T.O.PRPT-MAIN 17'-0 314" I 1 # 1 1 1 GIRLS BOYS — LOC - KER - WEIGHTS/ a5 0 ALCOVE TEAM STORAGE RO•M ROOM STORAGE TEAM ALCOVE TRAINING FITNESS 11671 1168 I 1171 1 �i, '173 176 174 1 177 1 172 1159 I O E MAIN FLOOR !iiii_ Q, III 1LI " 111 illIr � lii ' ! ' " 1 I ' � - - I Ili 1111 " 11 '11 ii o1 III III Illi I ri II ! EII— (H" 1 1 lli 1 1 11 11 Ce I I h —III , I I I i I I -I I I ! I I I I I I I I I / I I I I I I—I I iIi 1 I I I 1 I I k 1 I I I! I f III III 1 1 I I I I I I I III 1 I I I—I I I 1 I I I I I I I I I----# I I I I I I I I I I I I I - O . ■SAI DBS E-W 9 4) 13 o • SCALE: 118" = 1'-0" a O O f.) O W C- INF goir CD . COINC N ® CI CO 0 . 0 . ui) -2 = : `')®B CO 0 6 ma 0 '4".jg23 A3.30 1 I a) }' CI} ..,_ Lni T.O.PRPT-GYM W -0 g 1 S r 30'-0"-— u) �/� as .„1- 1_ I I I I I I -_ I .u) O: r:_, r- yr cn cv-, cr, 1-11—Th I OOO . LL a T.O.PRPT AUbITORIUMelio_ co 4....; , I 1 I� 19'-113/4" I 3� 1� I 1 '� I I I 1 i - 1 — L I I f K I - Y �_ _ fS -f I I i. GYMNASIUM I I o HALL COMMONS 166 1 I 1 I 160 1 150 I1 ti-) — , + — - - 1 �. . f If� # - I MAIN FLOOR III lII I II II�II�II I III I I I�I I I �� H W NORMAN R. DULL IfifHIfiHI1=1 11=_I _I I 11 11 1 I I . 7_ r =� • -1 I 1 11 -111-111-11 11 1 11 IH 11-1 1 1 1 1 1 i 1 11 1111 1 1 I 1 1 1 ill—. 1 1 1 1. ;r, PORTLAND, ORR I, ' ' 0 F 0-'6 D BS E-W 8 0 s SCALE: 1/8"= 1'-0" • A c-B- D110 0 0 H r 1. /3 rX14 6' '44,44,7171-40'0, ::,:-..y ' i/ iis � ",c?i1tA :, 1,. r s �r t d 'yam"17 y. its key plan T.O.PRPT-GYM phase Building Addition & I I 30'-0" 1 1 r I ----Jp Remodel Package Y y Y y y y date Febrdary 21, 2013 T.O.PRPT-AUDITORIUM revisionsC6 .- 1 19'-11 314" EI S_t , i _ T.O.PRPT-MAIN I 17'-0 3!4" 1 1 1 COMMONS UGYMNASIUM (E) STOR. (E) SOUND (E) STOR. _ 150 WORK ROOM STAFF ROOM vol 1166 1 1l 1 178 I 1 162 I 1161 1 1 1 158 1 1157 1 project # 11015 ..... :.. MAIN FLOORIli;i_ BUILDING SECTIONS — 111 -1-11— I1-1111 111 IllIIIIII III f11 III 11 111 111 III III III II >" III III III 111 111 III 11 , 1 ` 1 III III ( III III III 11 III III 1 I 1 111 . 111 III 111 III 1 1 III-- III--1iI 111 III III 111 III 111 11 111 111 1If 111-"III 1 '1 II II 1 0" o III III 11 _ � 11 1 —111111 7111 11 ' a + 11 11 � I11 _ — 1 1 1 1 1__ -1 V i1 1 1 1 i I I I I I 1 I I 1 I I 1 1 1 I I I I I I I I 1-1 I . I I 1 1 1 I I I I I I I { I I I I 1 1 [ I I I I I I I I I I I I I I I 4 1 1 , i , I k l I I I I I I 1 1 1 1 1 ! I I I I I I I I I I l l III f 11 III III S 1 4 III III 1 1 1 1 1 1 III-1 1 1-1 11 Ill Ill 1 1 1 III III 1 I f III 111 '1 11-1 1 1 11 111 11 1 111- 11 1 1 1 1 1 1 III III III III 1 1 1 I I I- ridICC 0-�1 A3 . 24 o BUILDING SECTION �o V • CSCALE: 118" = 1'-0" CV r NU • flpea IBI GROUP . 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I i; �7 ; - ° , I L I A8 20 1933 ��...._ f.!,�� s . t NORMAN R. DULL C ,11°P.: .: : - S ; d" ��. ��;rll �� PORTLAND, GREG N .--/ ..'..-----".. -... j7 41 ( - -.to \ C .111 1 i - INFILL OPENING IN ;.4 .... ea 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.ibigraup.com CD 13 0 E a) Cie• U O II ORM i 13 o < 0 0 U O 1 o _ co m N ._ + = 07 _ -� O - = U 0 . N /�\ /�� it /1._ R.. LL allT.Q PRPT DIESEL 2 25'-3" W CC, CO , - (E) ROOF DECK0 A8.20 I ' # co u) t� R. (E) ROOF DECK wI NEW TPO ROOF ` e. a O 0 O vv/NEW TPO ' °4- ' • ROOF 1 a' ,. II illo• I '�►mow 4 11 •b 4 P' -,�+• a 1. fJ. �� Y A O I F;° 6 �; 1933 �? NORMAN R. DULL C� q Vis. = 1 I T0.PRPT-MAIN PORTLAND, 0 •r. • - ESIM. 4 (E) ROOF DECK_ _ wI NEW TPO (E) ROOF DECK # ` .I� ROOF / wl NEW TPO ROOF , ~. I ! ? '^a I �' -� OVER (E) i. NEW COPING ,��. I t y " PRECAST CAP 4 1_ . �, (E) ROOF DECK wl 1'. 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I SOLID GROUT I CMU WALL -,��I- 111 (E) CMU WALL i .� BATT Y _i ►�+ `� I INSULATION _ phase Building Addition & Q 4 (N) SHOTCRETE Ii TO ROOF, Remodel Packa e SEE STRUCTURAL DECK STOREFRONT g o S; date February 21 2013 ART ROOM ' PHYSICS ' - CBC CBC revisions. _ PHYSICS i►� CLASSROOM . . ,, , - `�° 118 1 � 120 120 ��il' 121 r =L �' WORK ROOM =- NURSERY OFFICES -1 `�' • �� CLASSROOM CLASSROOM ,' HALL 128 - '131 1 133 r- •i i CLASSROOM I 122 1 122 1 .f 127 cr) f4-7---:_ 7 i c� 7. �l; �I :� �1 I. � 4.4 . .lis. : . 4 I 1°— � MAIN FLOORE � � MAIN FLOOR 1, MAIN FLOOR MAIN FLOOR � MAIN FLOOR (76 IMAIN FLOOR project # 11015 ta) + j,.. ` a s' • e WALL SECT IONS_ I I I I I iII Y a - II I l - I _„ , ,_11 „ ' ` a —I ! I I -� � — 1 1 II I ! _ ! ! [ ! 1 -I I II 1 1 , r - — — — _ —eL.- — - -- — i III 1 1 1 1 1 I I11 1 1 .. ' I iI ' III it II I 1 1 II 1 _ 11 1 1=1 1 1 -1 1 1 II A3 . 3 1 �_ WALL SECTION WALL SECTION WALL SECTION WALL SECTION 1 ' ILC -E TION No WALL SECTION S O S O• s S O N SCALE: 112"= 1'-0" 6 SCALE: 112" = 1 -0 SCALE: 112" = 1'-0" 4 SCALE: 1/2"= 1'-0" SCALE: 112" = 1'-0" SCALE: 112" = 1-0" Ca IBI 40 GROUP A8.20 " T.O.PRPT AUDITORIUM �a 19'-11 314" Dull Olson Weekes - IBI Group ' Architects, Inc. • d _..mos I f f I ! 1 u + " 1 1 my ,RT- paw �- ' 907 SW Stark Street Portland OR 97205 USA u Li =_ tel 503 226 6950 fax 503 273 9192 www.dowa-ibigroup.com www.ibigroup.corn L ' : J .•_ci, •; t t I _ 1 + ' - ii. I rn I J ► ,- 1I IMI,3 I 1 � I I. 6'-2118" Jr ��1 a 1,_,.. I,_1–.Mit .' -2 I .4 _' • . 4 3 I I - A8.31 I I I I I I I I I - a) a I ! 0 I k ! I f 1 E ! I I i I ! a) 1 I II I I !1 I I I o . IM MINI .J I n I I 1 0 I I I COMMONSICE0 I I I 15O 1 — • 0 U o `I I I ! co WC.) I _0) .riw. .. C ) 1=111 11 III 111 111 1 11 1 I I 1 I I III III IIIHI 111-1 11 I I r III 1 I HIHII I I HIHI III-111: CO = N .. jjj HI= 11 II 111 I 1 11=- I I Ill I 111- LIll 11 I 111-1I 11-111 I I I I I 1=I I i i t H H III I --11 1 I-111-111-111-- 4 MAIN FLOOR CO Et_ .° a� 0" _ 0 MAIN ENTRY CANOPY Q� I I III-III I ':a-. III _ii .� 0 SCALE: 112"= 1'--0" 't+ _ o Ca ASLCTION0 -� • SCALE: 112"= 1'-0" . (..) IfW aI5 . 0T.0 PRPT-DIESEL 25'-3" rr:----Ti .. ' ♦♦�^^ d' ) 0_ , .. , cn ...... 0, 0„ . 1 „.= 1 • — vi., Cfl Co - PARAPET M _ b. . • �� WALL BEYOND N O O 1111,-_ I.r...R.) � GUTTER +� 4 - ► - A8.20 ,_ 41111 .� +-i um : 19 �5"� 8" ••�_~• •• A8.20 4' �- . d • 18 J: I - I .. •. MP-1 r 0.PRPT-AUDITORIUM 19'11 3!4" ...a in Nllf 1�■r � 1110- I r 3 — ROLLER SHADE / I • .•41110. _ i ce ._..._.�...-----...�._..-� l j' �� 'e i • -1E [ �� ~ 1933 Alk NORMAN R. DULL C� ' A8.20 �%• ' —T.O.PRPT MAIN '.�� x I ,/' 17'-0 314" 1 : S ^-1 ' 4..,. ,„_-___,,,..---, I ''. ..÷--'— -�---- (E)BOND BEAM r�� 1 . 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LEGEND: I I VCT-1 I 1 1 1 1 1 1 1 LFT-1 I --- _ ___—_= SV•1 t IIEI GROUPI I - I .,:7'7.'-' 7'.7. -.'-7 I I I I -.• � _ :t :')r' :;):.,1 ' - -, - Dull Olson Weekes - IBI Group = , I VCT-2 I I.74- =1 :F=• LFT-2 SC-1 ' Architects, Inc. 907 SW Stark Street Portland OR 97205 USA I VCT-3 I I I I A I LFT-3 I I CT-1 tel 503 226 6950 fax 503 273 9192 � , I I I ! I I!! �Illl,ll�� I www.dowa-ibigroup.com www.ibigroup.com p,. 11111 1 ,e-',..,,f,;.111M, I .. VCT-4 I LFT-4 WAF-1 . 1 LVCT•4 I CPT-1 EM-1 _ GENERAL NOTES: 1 SEE FINISH LEGEND FOR MATERIAL DESIGNATIONS. CD 2 EXTEND FLOOR FINISHES UNDER TOEKICKS, OPEN COUNTERTOPS AND EQUIPMENT, TYPICAL. 0 • 3 ALL CLOSET FINISHES SHALL MATCH THE ADJACENT ROOM UNLESS SPECIFICALLY E NOTED OTHERWISE. LI)4 PROVIDE TRANSITION STRIPS WHERE UNLIKE MATERIALS MEET,TYPICAL. 5 WHERE FLOOR FINISH CHANGES MATERIAL, PATTERN OR COLOR AT A DOOR, 1 LOCATE TRANSITION UNDER CENTERLINE OF DOOR. 0 ■ mi o Q O 0 19 10 1 .__.Y 41) 0 0 — ...0 - U s • - . � -tea. - -� �� J V •tl a • CI CAD ma Cr) fCV [1',RIPE F °. .. - r T @f3-kA�c1At-8:ASKETBAt_L COURT, (2) PRACTICE COURTS,MAIN-UOtLEYBAtt��t�t:JR+ —:—� . ._..�._..w �+{� ff Atm.)t31 vt�ttrtt :rtv1LI I t;ttt�rt} t►}� IVwtfClJ�� t a. - _..- - -" V —.. 4 - �..._ — - f fir as ID j___„ i . - 1 • CZ - IC _ . _ r— f _ — d . II i. I I a . i. is • = Cri) a) -_ I �,� s,--. _ Jfl.. _ _ - rte— ._`. 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GROUP C E C E ao 13` a 118" ,i 301-4" 20' 7" 30' 4' 14'-8 1r8" Dull Olson Weekes - IBI Group ' ¶ ¶ ¶ Architects, Inc. + + + + I + ,� I + + m /X\/ ti 907 SW Stark Street Portland OR 97205 USA TICK MARKS FOR VOLLEYBALL SIDE COURTS, TYP. tel 503 226 6950 fax 503 273 9192 ._, L _ _ , 1 L N 1www.dowa-ibigroup.com www.ibigroup.com (---- ---1 r, VOLLEYBALL SLEEVE, TYP. /--- --------_,____.d N , / .,) . \ • 61 _ .\4 III • = 23'-5 118" 60 4" 25*-2 118" (El ,_-_• \ / . \ 7 2 , I 4 1 - '-'- > rP' .,,._____ . _____„____--- 0 r3 , , . • \\_____ - a I`0 o o 011 o 0 0oI 0 0 0 7 LI 0--- . 1. ____-zi / k,._,..„ , . iy), 1 ` 101-2 118" 36.-0" , 14' 11" , 36'-0" 11' 10 116" \ u If U U U ' —_ 13 0 = E [H- a) _. _ •o i 0\ Ing C MI MOM 7 r o } :(------' I / 0 }f IIII - ooC= t _ I °7- i s0 U 7 r 1 . =,_ ,i E ,, cl) • WN ■I c = I- I i - I as LL =' I 1 I 1•1111O I I I � g I I 1 12- IP P I I- f r L . r .c 0-----irill ., N E -71rbkir-- ____A:LAT . — � �- � -- 0_ N- N STRIPING PLAN - COLORS s STRIPING PLAN - VOLLEYBALL COURT 0 • u) SCALE: 1/8"= 1-0" 4 SCALE: 1/$"= 11-0" U) M M . O — L.0 , +� t r, -I V I. I II rN. C J 4 o o o N r• + + ± + + + + + P Th 1 � 1933 :3)1 c. `� � � NORMAN R. DULL � ,_. 7,..„.„ , , .:,... ,. .. C:::PI C. Imo , y,• 5`-5 118" 45'-4" 5'-8" �. 45`•-4" r 7'-2118" �' '1 --'"1--r%..,._-- -• .C� PORTLAND, OREGN , .. :iiiJiullA.g1LII Wiltd67'-5 118" 84 •4"] . r , 9'-2 118" F Og_ Q ,u,,• ,) . ri.1 .• • ,..__..._ 1 . . : 0 0 0 0 « ,V l — • . . _, I L4v: \ '\\:\\*N....4...6 ti to , . _ _ -1T : 5 A B 1 $ 1111 / ai k e y p i a n i . -'-.------. . i phase Building Addition & Remodel Package ° Cr.= rEssigin date February 21, 2013 o A revisions r - -- _ - - r 1 - 4 r cd = I I I I 1 C ] i I I I .. ,: . ,,. cn 'I J I I I � I lonsmoss - I LL.I I I I C.) I I CO I project# 11015 I I I I I I I J A GYMNASIUM STRIPING LI, I I T'f ; I I 20 PLANS a.T C co N _ Ail} - N I SII \. il— A4 . 3 0 o STRIPING PLAN - SIDE BASKETBALL COURTS0 STRIPING PLAN - MAIN BASKETBALL COURT 0 N NQ S SCALE: 1/8"= 1'-0" S SCALE: 1/8"= 1'-0" CNI NU • . Sa IBI • f GROUP ' 1'-9,: - ICLR Dull Olson Weekes - IBI Group Architects, Inc. GB-1 SC SD I i I I 1I I I - I i 1 ! I GB 0 PT 907 SW Stark Street Portland OR 97205 USA 1 J_ TOILET tel 503 226 6950 fax 503 273 9192 . P_1 1 1 ? I I TP www.dowa-ibigroup.com www.ibigroup.com _ - � 1 1 -� D GB-3 148 P 1 1 T ' P-1 .- -1 1- 3A ,.._ I J jLI . , 1 , . MINIM 1 : 1 �� ,.... 3D A4.50 36 iiiA_ / X _ 1 = _ 1 I )-pT111-±T-J) 3c 7FRP 1 / L 1 ---� .—• //'u, I I B-3 3A \--- B-3 3B B-3 3C B-3 3D TOILET 148 SCALE: 114" = 1'-0" • • a -a0 • 0 E . tea) I . ! ! , ! r , ! ! ! ! 1 C 11 1 1 I 1 1 0 • .rrrrl t I i P-1 - • L�PT I_ I I 1 I i 1 l 2A ■ .P 1 P-1 i PROVIDE • ' T 1LET __ T _ / 1 --,---,---.,-,-.-f-1 fFRP 1 - I 1.--i WAINSCOT"'- - -SD 2D A4` 2BO• EP1 I -r ! 1../7/ ,� 42 Q 0- \ �, . 1I IAT SIM. , �� ? �. I ' GB-1 k � J'I_ 1 p �lil� • :-1 2C 1r �/Z - SC O U i I I 10 rA / FRP-1 /I� cc GB . P o y B-3 2A 2B-3 B B-3 &3 CO Ci 2C 2D NOTE: PROVIDE BABY CHANGING STATION AT TOILET 141 & 142 ONLY. 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FLOOR SURFACES SHALL HAVE A SLOPE NOT STEEPER THAN 1:48.(GB1)36" (14) - REACH DEPTH 6. DOOR TO TOILET ROOM MAY ENCROACH INTO TURNING CIRCLE 12"MAX. IN ANY �1 0 o . 4. DOOR SIMNGS TO NOT PROTRUDE INTO CLEAR FLOOR AREA REQUIREMENTS. f f _ = 'Co1 2 POSITION. O f f oo 1 f W f f a - MAXIMUM5. TURNING CIRCLES CAN OVERLAP REQUIRED CLEAR FLOOR AREA. Nr OTHER FIXTURES NOT 48" 46" 42" 40 36" 34" 7. MAX. FLOOR SLOPE IS 2%. 1 f ALLOWED WITHIN - REACH HEIGHT 8. REFER TO 09 00 01 FOR ADDITIONAL FINISH INFORMATION. .- f f 1 f CLEAR FLOOR AREA I f11 � (G83) 18" 30" 30" l 30" (GB2)42" +- 39" 41" CLI (GB4)L18"x36" TOILET ROOM HATCHES:CZ I ,6 = INSULATE 54" MIN ■�■■■- CERAMIC TILE 0 EXPOSED 24"MIN. 1 " MIN. + 12" MAX- s \ / - jr. 15" 15" i....j FIELD COLOR CU 17 PIPES r� LOCATE FLUSH 1 ,� ♦ r 48" MAX. I CONTROL WALL ♦ ♦ -0 '.— CONTROLS 44" MAX. n 30" MIN. I©I SEE TABLE 44" MAX. 40 MAX. _ _ I _ _ CONTROLS cn TMIN. _ ON THE OPEN „ I a ! ! 40" MIN. ABOVE LT 40" MIN. — BOTTOM project# 11015 "' .� SIDE OF THE _ �_ 35" MAX. J f p1 z Z 2- Ma EDGE OF BOTTOM (G63) 18 z �� ` D T ILET P NENLARGE 0 LA S z w `� - z w ■ x W.C. ' g r31"MAX. REFLECTIVE2 o a fi U 2 E - , ¢ N = IP LIN. = 15' REM. n EDGE OF i - 0 Q +b - 19" MINc g . SURFACE C� �+ U o� z N NT N z o m co_ n SURFACEREFLECTIVE _ m AND ELEVATIONS a - 1 U 1 1 1 -� r !�• ' r I 4o ;w.Iv. •-_ - co-- .,,,— 0_� ACCESSIBLE STANDING WHEELCHAIR WALL HUNG WALL HUNG `,7„-(...) ACCESSIBLE STANDARD SOAP SEAT PAPER TOWEL SANITARY NAPKIN MIRROR MIRROR i cn v U LAVATORY PERSON ACCESSIBLE DRINKING ACCESSIBLE STANDARD WATER ♦ WATER DISPENSER COVER DISPENSER NAPKIN DISPOSAL (M1) (M2) r~ ilk DRINKING FOUNTAIN URINAL URINAL CLOSET CLOSET (SD) DISPENSER (PT) DISPOSAL (ND) ABOVE NOT TRANSFER TYPE SHOWER COMPARTMENTS N. 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II I O I I �' =l I - _ ,-,, 3' 6`" Ce 5-8''"V.1.1'-6"' - , , � A �� I I I I I I I I I I I I € � , �'. 1 Iv 1,, uu� ucn0 � • V 4 1 - , LO I I 1 1 1 ( P . 1 1 1 -P1 ' - JOIST TYP. I I I I I ` T_ 1 1 1 CD ` CS PT V I.I I I I 1 11YP. 1 1 1 1 I 1 ° "_OPEN I I I I I I I I I I iH s 3 . NI- NI- 1 \I 1 I I I I I I I 2 11/ (i) -I-0 CS) rn - -+ CI) CO - r I I I 1 1 I I f I ! I 1 1 I 1 1 1 1 ! 1 1 1 I i GB-2 C1) \ / . 1K A4.51 I I I I i 1 I 1 I I I I I I I I 1 I I S I Q� 1 r 1 I 1 I I I I I I 1 I I I I I I I I I I I I I I' I o Ls1, t.....c.:„..) /1 ! 1 i 1 l l l l l l l I rt, OPEN I I 1 I 1 ! i I I I . __I__.. I __I IIiI ! I I I 1J [VP-1 I I I4i 1 l I 1 1 1 ! 1 1 1 I I \ 'i I r ' ; 1 1 1 1 1 1 ! I 1 1 1 1 I 1 I I 1 1 P1 � _ _ 1 l 1 I I I I I ! I I I I I �) 1 I I I I NIIIIIIIr I I I ' YYYYYYYYYYYYxxxYYx > , 1 r I I I I 1 I 1 1 1 lam _ _ !_ 1 I I 1 1 I I I I I I > or).0 1 1 P I) 1 I / I I ! 1 1 I I 1 I I 1 [ I I 1 1 1 1 1 1 1 1 k I OPEN 1 �. > , „ I I 1 I J r \ i I 1 1 I I ! ! 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I I I 11 II I I / _ T1 I � 1 I I ! 1 I 1 1 i 1F 1, „ NO BASE \1/4 1 1 / \ I 1 I 1 1 I I 1 I 1- 1 NW 1 I 1 1 I I 1 1 1 No BAISE ' r V Apt \\ NO BASE { J '' . .'y ' a�� 'v ,,, , ,. 1 I i I ^1 I / Z I I 1 1 I I I 1 ! i I I I I I 1 � ' '`' I i I III I 1 I ! I / -1 7 I 1 I I 1 I 1 I 1 �O 1 1 1 1 1 1 vv { . .3 * 11 1 1 1 1 1 1 1 1 1 I xxxxxxxxx . + . Xxxxxxxxxxxxxx , �• , w• /, r t\ 1E 1F NO BASE 1G 1H 1J 1K SD BOYS LOCKER ROOM 173 key plan 5 • SCALE: 1/4"= 1'-0" ,I phase Building Addition & STANDARD & ACCESSIBLE, INCLUDING CHILDREN'S (AGES 6-12 YRS.), MOUNTING HEIGHTS & PLACEMENT TOILET ROOM LAYOUT NOTES: Remodel Package z . LLI 1. NO DOOR SWING INTO ANY CLEAR FLOOR AREA. UI 60" MIN. 2. CLEAR FLOOR AREAS CAN OVERLAP. date February 21, 2013 co 1 "- 1 '(12"- 18" TABLE OF MAXIMUM REACH DEPTH AND HEIGHT FOR NOTES: 3. FLOOR DRAINS CAN NOT BE IN ANY CLEAR FLOOR AREA. Z OPERABLE PARTS ON TOWEL DISPENSERS 1. REFER TO OREGON STRUCTURAL SPECIALTY CODE(OSSC) 2010 REQUIREMENTS. 4. CLEAR FLOOR AREAS AND TURNING CIRCLE CAN OVERLAP. revisions CHI DREN U `' Cl_. ) 2. ALL PLACEMENT DIMENSIONS ARE FROM FACE OF FINISHED SURFACE. 5. WALL MOUNTED LAVATORIES MAY OVERLAP WATER CLOSET CLEAR FLOOR AREA 18" ill r ;f, Z i i � I r I MAXIMUM MAX. o 1 V r 0.5" 2" 5" 6" 9" 11" 3. FLOOR SURFACES SHALL HAVE A SLOPE NOT STEEPER THAN 1:48.(GB1) 36" r REACH DEPTH 6. DOOR TO TOILET ROOM MAY ENCROACH INTO TURNING CIRCLE 12" MAX. IN ANY Lc) r r r I 4. DOOR SWINGS TO NOT PROTRUDE INTO CLEAR FLOOR AREA REQUIREMENTS. O r r 00 Co OTHER FIXTURES NOT MAXIMUM. 5. TURNING CIRCLES CAN OVERLAP REQUIRED CLEAR FLOOR AREA. POSITION. in tr 48" 46" 42 40' 36 34' 7. MAX. FLOOR SLOPE IS 2%. r r M I ALLOWED WITHIN r / Zo REACH HEIGHT r r r CLEAR FLOOR AREA i 8. REFER TO 09 00 01 FOR ADDITIONAL FINISH INFORMATION. 05 2 I 39" 41" -- I - (GB4) L18"X36" TOILET ROOM HATCHES: f 54'' MINI 6 Irl CERAMIC TILE CO INSULATE 24"MIN. 1 " MEN. /4 C.I _ _ LI. - FIELD COLOR PIPES q ONTROL WALL 15" 15" U EXPOSED - r12"MAX. \ ,7" LOCATE FLUSH i11 48" MAX. I f 70 x� CONTROLS I 44"MAX. n 30 MIN. II jI SEE TABLE 44 MAX.17 40"MAX. —Al _ CONTROLS TINE o ON THE OPEN �_ I , a -1 1 40"MIN. I ABOVE - 40" MIN. BOTTOM project# 11015 F6 �. +. 35" MAX. p z SIDE OF THE r _ ii: Z cv EDGE OF (GB3) 18" z �`� w w 11- w W.C. r` w - 31" MAX. ' REFLECTIVEBOTTOM 1�\2 2 o o Uo ao u, NTS.,i► 15" RIM 19" MIN. SURFACE EDGE OF i ++ ENLARGED TOILET PLANS w a m c� o: REFLECTIVE Zo z AND ELEVATIONS – c*� bo = r pr�i _ � ti = M A w -_ _ ~ i.. ......",- f SURFACE O 0 N N U N Z U ti ��E , I� 1- 0_� ` ACCESSIBLE STANDING — WHEELCHAIR WALL HUNG WALL HUNG �U ACCESSIBLE 7 STANDARD SOAP SEAT PAPER TOWEL SANITARY NAPKIN MIRROR MIRROR 4o ivtrN. - co - LAVATORY PERSON ACCESSIBLE DRINKING ACCESSIBLE STANDARD WATER 'r WATER DISPENSER COVER DISPENSER NAPKIN DISPOSAL (M1) (M2) i- o FOUNTAIN (SC) FOUNTAIN URINAL URINAL CLOSET CLOSET (SD} DISPENSER (PT} DISPOSAL (ND} ABOVE NOT TRANSFER TYPE SHOWER COMPARTMENTS SHOWER SEAT SC} (SND) LAV OR ABOVE L AT OPPOSITE COUNTER LAV OR WALL c�Q COUNTER A4 ■ E5 1,_ ,..r CV CV 0 • . i i IBI morGROUP - • . . . . 1 r 11111111111 111111111 1 .11111 . I Pull Olson Weekes - 1131 Group P-1 - p-i • II . EQ. "}. EQ. Architects, Inc. F --r--- . 4/ / 4 4 1 { / 4/ I ff' fl`' 907 SW Stark Street Portland OR 97205 USA I _ .._ .._ .._ . . tel 503 226 6950 fax 503 273 9192 ._ .._ .._ .._ ._ .._ .._ .._ L _ .._ .._ .._ .. I -. - ..- •.- . . www.dowa-ibigroup.com www.ibigroup.com \ / \ 1 1 / 4 \ ._ . . _ .._._ ._ .._ .._ ._. ._ . ._ .._ .._ . 7' \ / / \ . _ _ _ _ .. I s I I r .:7:7:HI- . ::::H.' '- ---!----------i- 4i-----L---, --*------ - '•=1---,,1 SMARTBOARD \ 1 1 1 1 -41)4'711E1:.:1-•*-2 7 4'X8'MB 1 (OFCI) 1 4X8'MB -145(.4113:.:-.: -. ' 1 I I _ /' 1 1111.1 I 1 I I 1 ; P-1 1 . / 1 1 I 1 1 1 , I , , / - B-1 3A • B-1 3B E3-1 3C B-i 3D CLASSROOM 104 • SCALE: 114"= 1-0" , • - . 1.1=. CD I I I I I I I 10 0 ' • . 111 ( 1111111111111111111 IIIIIIIIIIIIII E 1 1 1 1 1 1 i 1 1 i 1 1 1 1 1 1 1 1 1 i 1 1 1 i 1 1 1 1 1 1 . P-i II11111111111 111111 _11111 11111111111111 . CD • .,- 1 1 1 ! 1 ! EQ-1 1 1 ! ! - 1 ___(„ P-1 111111111 if ,r 11111 _ 1111111111 1 1 Ce 1 / 1111111111 - 1111144 111111111 . ,----1-1- // / ./ \ I 1 \ I -- I 111111111 111111 ) 11 . 1111111I I • /\ 0 / L ..._ . ._ . .. I r- . ,..„, . i I , , 1 • • - - -• - 1 , , ..... _ .._ .._ .._ .. , .._ .._ .._ .. / I t-:-:.7_.--H. -Hi:-- :-J _ . _ .._._ .._ _ .._.._ .._ .. ._ .. _ .._ .._ . , / \ 1 1 . / \ __...„ II I • _ . ._ .._ _._ .. . _ .__ .__ . ._ / .... _. _. _ .. _ .. \ / \ A F.:.::-_-_::-.:27.-_- SMARTBCpARD -- -•- • -- - •- .. .. _ .._ .._ .. 1 I I ...... - / / 1 -47X-4'1B- 7-- 71 4'X8'MB 1(OFCI) 4'X8'MB --141X-4'71-81--: 7•-• - 11111111111111 .10 0 \ % 1111111111 -1111f 111111 * - **1- * -11 1111111111111 < 0 - , • \ 111111111 IcL__ 1 11111 - 1111 11111111111111 • _ ' 11111111111 P-L2 11111111111 1111111111111 - 1. aaiC \, . hull11111111111 11 I I0 Ca) IIIIIIII [ 111 lir tilt 111 il 1111111111111 . - \ . 0 CO • . B-1 B -=1 B-1 B-1 2A 2B 2C- 2D (-) ....0 • . CO CY') ..c .111111.111111111 CLASSROOM 103 • = , SCALE: 1/4"= I-0" .Imo r•-- = a) C CC5 OC ..1. Ct% 75 a— can I- - .. co ..... ...c i— . a) (..) a) r-71 , 1 ii m I 1 I 1, (1) , I F(..±1) . , 1 1 1 1411w.„.L_ 1 :17 ' 1 1 1 1 1 I i 1 ' 1 1 1 1 11 CP-.1) 1 1 1 1 1 1 1 1 1 1 1 1 1 1 , \ i . 1 \ — . /1 1 miliii. ' 1 ' 1 i 1 1 1 1 . / 1 1 1 1 1 1 1 i 1 1 1 1 1 1 1 1 11 1 1 1 1 1 \ P-1D- 4 1 \ 1 I 1\ I/ mum. CI) 0_ r=,-.1 r-!.. P-1 \ / 1 1 1 COILINg GRILLE\1 1 I I I 1 , ' ! 1 I I ` // 1 I 1 I I I I I 1 ItilFILL1CMU1- 1 1 1 1 1111 I 1 = COILING GRILLE \ / 1 1 1 1 1JAMP - 1 1 !I 1 1 1 1 1 1 1 I ' ‘ ' I 1 I 1 I I I I ' N ! I 1 / • // I , I I 1 I 1 ' I I I I I I / = JAMB \ / 1 I1 11 1 1 1 . 4.. cif) to co ‘ I / I 1111 111 11 I 111111 ' 1 11 1 , 1 / • / \ • \ = / \ .. / _ I / \ / 7-• 1 • • / I I I 1 I I I I I I 1 I . . // I I I I I I I I (1) , . . , . i , 1 1 i I li tii 1 1 P-1 1 1 • 1 , , iyo -/o/ o/ott/o/ fo/o o/ o/ o) o/ 11_ /N OWN 1 III , _ 1 - / • / 1 \ - 7 / ,/,,, I I I I I I 11 1 1 I 11111 11 1 1 1 \ \ - / \ 4/ 1 11 ' 111111 / : 11 , . \\ , 1 1 — L Li — , / / / i 1 1 ii / / \, . . I INN> /_ GcouARRNDER , /7_ COR4ER 1 \ • 1 1 I 1 1 I 1 1 1 1 1 11111 1 1 , 1 1 / / \ i , / ‘ __. , '11: \•• 70`"0 0 If , : 111 - .,I. .-11 -0 0 -0 ,,0 '--D 1-'0 0 10 10 T1 / ' / \ 1 1 .1 1 1 1 : 1 1 1 1 1 1 1 11 ' \ 11 1 1 1 11111111 i 1 1 ' =1 / 1 / -- 1 • Aa ' 1 [-I /, . , , f \1:7-1 "." \ 77-1 — 1 'I-- \ 1 ,/ •1 ' ./ I • B-1 13-1 1 A . • WESTSIDE HALL 102 (ThOD Ap , • < ' tr-/P- SCALE: 1/4"= 1-0" c., / (..17 1933 'C't ' • r-r--. NORMAN R. DULL C). ,----\ c ---- ----7::: °-...---- , . . 41 PORTLAND, OREG-0 CS' /A, OF0"\ .' S' P-3...)__ . (fP7') —!EEE . VAM:Mal .. IMMIN.1111101 P-1 / maINIMINIONINISIN ^. IMMIIMIS11.111• 13- / / P-1 % k,* P- 7 \ COILING GRILLE • P-1 "MIMS 71 Emu COILING GRILLE • JAMB --.... = IMIIIMOIONIONI —r / \ / ,JAMB \ / . \ IMIIMMINIIIIIIII , , , , , ' . , —wan _ \ .„..... _,_ . , GUARD ] 0 CI .0\10 0\0 0\10\ \Z C 0 0 0 10 0 10 0 10 1\0 _, I 1 / . ?-:,,.-,,e,;,:,-;.i,:,--,:•;:>mn, I .1„,-,,,,;,•-: ,,I.,',g,,•-.•sf! -'-' • 1B , • ;, . : .. !:,: : ,r",zl'::-,I=,::,: :;.;:, B ,....,--,3z.i,.:-,',: ,- VW,;i., — A..., = WESTSIDE HALL 102 CONTINUES ( k e y pla n e co> SCALE: 1/4"= 1-0" Iiiiiii -dia ,.., ',-:Tui'l ''•'1,T.';•;'11, ,11. ='.,11`,.-,;111.-1-1-';;-,diiii;- ..... phase Building Addition & - Remodel Package z 1.1.1 0 . date February 21, 2013 1 u) . = - revisions c.) GENERAL NOTES: LEGEND: . MOUNTING HEIGHTS: . . Lo cp I MATERIALS WHICH ARE IN SIMILAR LOCATIONS ARE NOT NOTED AT EVERY • FEC-1/ FIRE EXTINGUISHER AND CLOCK , OCCURRENCE. -1, -. 1-:'1 TACKSURFACE(TS)& FEC-B CABINET(AND BLANKET) — SIGNAGE, FIRE ,.. . . ., . , "K"-- 65 TACKBOARDS(TB) TYP STROBE •, --, . .. .. .,. 2 SEE FINISH FLOOR PLANS, REFLECTED CEILING PLANS, INTERIOR ELEVATIONS AND OEC! OWNER FURNISHED = - FINISH LEGEND FOR ADDITIONAL FINISH INFORMATION. CONTRACTOR INSTALLED %--I* ,- ,,- ABUSE RESISTANT Pt-0 - ck3 X.70, --,,= 3 SEE DOOR AND FRAME TYPES FOR ADDITIONAL INFORMATION AND REFERENCE TO ACOUSTICAL ABSORBER OFOI OWNER FURNISHED w. (I) ,-1/\X, WALL PANEL(AWP-1) --c.: . DETAILS. DOOR SWINGS SHOWN ON ELEVATIONS ARE FOR REFERENCE ONLY-SEE OWNER INSTALLED = FLOOR PLANS. SEE DOOR, FRAME AND RELITE SCHEDULE FOR H.M. DOOR AND FRAME - SPEAKER MARKER BOARD/ C) FINISHES. DOORS NOT LOCATED BY DIMENSION ARE TO BE CENTERED IN WALLS AS A,1111'1";N HIGH IMPACT CJ CONTROL JOINT f TACK BOARD (1.) , SHOWN OR LOCATED 4"FROM FACE OF STUD TO FACE OF JAMB. :*,-s-2yA WALL PANEL(AWP-2) •.-,,-- # 7:3Zo (7) P-A PAINT COLOR(P-X) cn 4 ALL WALLS NOT LABELED OR ELEVATED TO BE PAINTED P-1,UNLESS NOTED -I i.i.7_7:.'::: .4' .4T 6° FEC 2., EI- --1 Z.-,,., project# 11015 0 - OTHERVVISE. MECHANICAL GRILLES AND ACCESS PANELS IN WALLS SHALL MATCH THE TS-X/ TACK SURFACEJTACKBOARD zo t:, d COLOR - COLOR OF ADJACENT WALL WHERE LOCATED, UNLESS NOTED OTHERVV1SE. TB-X E.) INTERIOR ELEVATIONS Lo . ____ b PULL •r•-•- . 5 PROVIDE BACKING AT WALL MOUNTED ITEMS. Xx CASEWORK TAG 4 i-,; STATION SECTOR A ..,-- - ••_ .. ._ .._ CI-‘--- ' - 6 WALL HATCHES ARE SHOWN DIAGRAMMATICALLY. _ .._ .. ._ .._ .. - --- 5- • - - - a) Lo. B-1 4"RUBBER BASE 1. HEIGHTS TYPICAL,UNLESS NOTED OTHERWISE. 2. PROVIDE BLOCKING AS REQUIRED. _ .._ I ai ca.. . ._._ _ .._ .. B-2 CERAMIC TILE COVE BASE i A '• le CO< - .._ .. - "c--- 13-3 SHEET VINYL COVE BASE ..---0 8-4 VENTED WOOD BASE ,,-ia7- 1: - 11 ,,,_ _ : :„ „. _ C\I-----. . CNIO . . . . • . . . ..:0, 1 1 r./ IBI GROUP 1 1 I i I 1 1 I 1 I i i I 1 1 1 1 I I 1 I I i i - 11 1 1 1 1 1 1 11 I I 1 ! i I 1 1 1 1 '1 1i 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I I 1 1 I 1 1 1 1 1 1 1 1 1 1 11 1 1 1 l 1 l l l l l ! 1 1 1 1 1 1 1 1 1 ! l i l 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ! 1 1 1 1 1 I 1 1 1 1 I 1 I 1 1 1 I 1 1 I 1 1 1 1 1 1 1 1 1 I 1 ! 1 ! 1 I 1 1 1 1 1 1 1 1 1 1 1 ! 1 1 1 1 ! 1 1 1 ! 1 Dull Olson Weekes - IBI Group I I I I I I I I I I I I I . I I I I I I If I I I I I I I I 1 I I 1 1 I I I ! I 1 1 1 ' 11 1 ! 1 1 Architects, Inc. - I I I I I I I L9. I I I 1 I I I I I I 1 I "9' I I I 1 I I - I I 1 I 1 I I 1 1 i 1 1 I 1 ! 1 1 I ! 1 /j 1 1 I 1 I I I I I I 11 I � I 1 I I I I ! I 1 I 1 I I I I 1_ 1 � \� 1 11 1 1 1 1 1 i 1 1 11 1 1 1 1 1 1 1 1 1 I I 1 l I I 1 I I 1 1 '111 I 1 I 1 1 I I 1 l I I ( ! I II I 1 i I I f I ! i 1 I . 1 1 1 / I 1 . _ - _ J ' ' I - _ - I 1 I_ 1 1 1 /\ ! II 1 1 1 I �/ I �/ 1 1 4, 1 1 1 i ! 907 SW Stark Street Portland OR 97205 USA tel 503 226 6950 fax 503 273 9192 ! i 1 / 1I { 1 ' - 1 1 1 1 www.dowa-ibigroup.com www.ibigroup.com / 1 1 1 1 -- -_-Y 1 1 1 1 1 ' 1 1 1 I I 1 I 1 I ! 1 ! I I I 1 /' P1 1 ! 1 .-_` - I II -_ _ ____ I I 1 i I /, \ T-' 1-C---;.---1) 1 i 1 l 1 I 1 ( 1 f 'fiç- ) I I I - . -- _ sMARTB ARD - - - 1 I I 1 I I 1 I I I 1 1 1 1 1 ' ,1 I 1 1 �-- / fj 1 I I x� 4'X8'MB {OFC!} I 4'X8'MB 's --_ -1 I i 1 1 I 1 \� ! I 1 1 ' I ! 1 I ! i I 1 I I 1 I '; 1 1 I 1 i 1 I I \ I I 1 1 I I I I I 1 1 1 1 1 I i I I I I I I I I I 1 I 1 1 1 ': 1 1 1 1 I 1 1 1 1 1 i 1 1 I ' 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 \ 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I l �� 1 1 I I S 1 1 I 1 1 1 1 1 1 ! 1 1 ! 1 1 1 1 1 1 1 1 P-1 , 1 ; 1 1 1 1 1 1 1 1 1 I 1 ! 1 ! ! 1 '\ I I I 1 1 1 1 1 4 1 1 1 ! 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I l i i 1 1 1 1 1 , I , 11 1 1 1 I 1 ! ! I i 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 I I I 11 1 1 1 1 1 1 1 1 1 11 , l 1 I 1 1 1 ' ' ` 1 1 1 1 1 1 1 1 1 1 1 – V I I I I I I I I I I I 1 I I I I 1 I I 1 I 1 I I I I I 1 ( 1 ( 1 . I I I 1 1 I 1 I I I 1 I1 I . i • B1 5A B-15B B1 5C B1 5D CLASSROOM 109 • SCALE: 1/4"=11-0" . 11 I ( 1 I I I i I I I I I 1 I I I I I I I I I I I I I I I I I I I I 1 I I I II I 1 0 1 I I I I 1 ! 1 1 1 1 1 1 I I I I I I I I I I I ! I k I 1 I 1 ! 1 1 1 1 1 1 ! 1 1 E 1 • 1 1 1 ! 1 ! 1 1 1 1 1 1 I I I I I 1 I I I I I I I 1 tl I I I I I 1 I I I I I l i P-1 P-1 I ' 1 I I • 1 1 1 1 1 1 ' . 1 1 1 1 1 1 1. 1 1 1 1 1 1 9O. 1 1 1 1 1 1 1 1 I I 1 I 1 1 1 I I 1 I 1 1 111 1 I ! 1 1 I I 1 1 I I 1 ICe yv . 1 ! " 1 1 1 1 1 1 1 1 1 1 1 I 1 I I 1 -.. I 1 1 1 1 1 1 1 1 1 1 1 u 1 .1 1_ 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 11 11 1 1 1 1 1 1 1 ! i = \ /\ 1 , /\ I 1 - _ - J T L - -_ -_-_- I I 1 0 I 1 I 11 ! ----_--- 2---_-_- I I ..� \ / 4, \ 4' i �\ / �� \ I I _ - _ .._ - _ _---_ ---_ I I ( :'� I / \ ! / - \ ;_ I I I I _ -_ I _ -- -___- I I T3 I I I II SMAR)BARD 1- _1 l - I ( I ( 0 1 1 1 i ! i t I i I 1 1 I I I I 4X4 6 4X8 MB OFCI . 1-`-'X8 MB 1-X4'-r - / I ! 1 1 1 1 IP1 1 1 1 1 1 1 I I i 1 i 1 ► 1 I I I I T i i I I 1 1 1 I I I 1 1 I 1 0 / 1 1 1 1 1 1.----1--- 1 1 1 1 I 1 1 I I 1 1 1 1 1 1 1 1 1 1 1r 1 I �� 1 1 1 1 1 1 1 1 1 1 1 •1 • I I I i - , 1 1 1 1 � 1 1 1 1 I I 1 1 1 1 1 1 1 1 1 1 1 CP-11 1 1 1 1 1 1 1 1 1 1 1 I • 1 ....... ,/ 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I I I I 1 1 1 I I 1 I I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 00 i 1 1 illiiliii if 1 I 1 1 1 I I t I t t 1 I f t i 1 I t 1 1 I f t I k 1 1 0 IMIC B-1 4A B-1 4B B-1 4C B-1 4D (.) CO 0) CLASSROOM 108 r Z37� = CO • N SCALE: 1/4"= 11-0" ■!� CU -6Cl) -�•+ .,— co CO) s_ 2) 1 I 1 I Tij I I ! 1 l i l i I 1 1 I I ! 65 I I 1 1 I I I I ICD r, 0 ccs P 1 EQ. EQ. r.. 1 P 1 1 I P-1 8 4' I 4i ii I I r ' 7 ._ .._ .._ ._ I E -U) a'" rn rn fi 1 fie -1- 1 1 1 _ ....... .._ .._ .. /\ , ._ ._ .._ . ._ i__ . , _ .._ .._ .._ .. cp // I i._.. / \ I I /, \ 1 S I SMARTBOARD - --- --- --- -- / 4, -4' . ._ -_-"_ 4'X8' MB 1 (OFCI) 1 4'X8' M B .4'X4'7TB:_-_ I I I 1 I 1 �j \, P 1 ? I I I I �j 1 1 - • 1 1 1 1 1 1 ! 1 1 1 I 1 , - \ 1 I , i I , i B-1 3A - B-1 3B B-1 3C B-1 3D CLASSROOM 107 <s � v Jc, • SCALE: 1/4"= 11-0" �� i/ 'U 1933 NORMAN R. DULL a PORTLAND, OREGON OF O I I 1 1 1 1 1 1 1 1 1 1 1 I I I I 1 I I I I 1 1 1 1 1 1 1 1 1 1 1 1 1 I I I 1 1 1 1 - 1 1 ! 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 11 1 1 1 1 l 1 1 1 1 1 1 1 - - 1 1 1 1 1 1 1 1 I - 1 1 I I 11 1 1 l 1 1 1 1 1 1 1 1 11 1 1 1 I 1 1 1 1 1 P-1 I I • i 1 I I 1 1 I I i I 1 ( 1)1 1 I I 1 I I I 1 1 1 1 I I I .- P-1 1 1 EQ. EQ. 1 • 11 1 I 1 1 I I 1 -1 1 1 1 -1 1 1 1 1 1 1 1 1 1 1 1 1 1 , , t 1I - I I I I I I I I I I I I 1 I i ' I I I I I 1 I I I I I I i 1 t „ - 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 I 1 I i 1 1 ; v I I I I I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I1 /v - � I 1 � /v 1 - - -- ._ .._ .._ .._-- - -•- --- --- -. 1 1 1 I 1 I I 1 I I I I 1 1 I 1 I I =- - - -- - - =---�1=--. \ I 1 I 1 I I 1 1 I I i I I I i ( I i / 4 \ i ! \ / \ _ _- - - ► _ ;�_ :- - _r1 1 1 1 1 I I 1 1 I I 1 1 1 1 1 1 I / \ /' \ _::-::- ::_::_ _ � I I 1 I i I I I I I I I I I 1 I I ! -= -_-_- SMARTBOARD -•.-- --..--- // I I I 1 I I I 1 I i i I I I 1 I I I I • I i 1 i I i 1 I I 1 1 I I i I l i l 1 1 1 1 1 :41)(41713:--_ 4'x8'MB 1 (OFCI) I 4'X8'MB r41(41TB:_-_ • / 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ,1-:'!:-;;'-l':g:;'f.;-'2::::A.1::i't,':,:: :''' INIR /, 111111111111111 1 1 1 1 1 1 ! i 1 1 I 1 1 I P1 C ' I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ! 1 1 1 1 1 1 1 1 1 1 ! 1 ,/ 1 1 1 1 1 1 1 1 I 1 1 1 1 . 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 . ! 1 1 1 1 1 1 1 1 1 1 ►: i , / _ I I I I I I I I I I I I 1 I I I I I I I 1 I I I I I I I 1 , 1 i I I I 1 i I I i . , I B-1 2A B-1 2B B-1 2C B-1 2D s. CLASSROOM 106key plan 5 • • - SCALE: 1/4"= 11-0" `w`'-- -_--'---- .-•.:•.;=.:.,r _I;; ,l phase I Building Addition & g I Remodel Package •z Ili 0l - date I February 21, 2013 (..r) z U revisions 1 1 1 I i 1 I 1 I I i l I I - 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 I 1 I - 1 I l I l 1 1 1 Lc.) 1 1 1 1 1 1 1 .1 1 1 1 I 1 1 1 I 1 I I I I I I I. I I I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0 1 I I I 1 1 1 . 1 1 1 ( ' i I ! I P 1 I I 1 1 I 1 1 1 1 1 I 1 I P-1 I I 1 1 I 1 1 I 1 1 I 1 EQ. EQ. 1 1 1 1 1 p I 1 1 I ( ! 1 1 ( 1 1 1 1 I 1 1 1 1 1 1 I I 1 1 1 I I U) i I I I / � 1 I l '� i I 11 I 1I I I 1 ! 1 1 I 1 I i ! I ! 1l I II I 1 = 11 fi 11 ! 1 1 1 I I I 1 I 1 I I I I 1 I I I I 1 1 1 1 I I I 1 1 1 1 1 / _- _-_-_- (— —1 = _-_ -_- 1 1 1 /\ I , I /\ 1 I I I 1 I I 1 I I I I I I I I I I I 1 I I 1 I I 1 I "r-- =------- 1 =------- 1 i I 1 I I I I I I I I 1 I I I I I I I I 1 I i i I 1 i I I I i -`� / = -_� = == 1 1 / �� \ I I I / 4' \ I I 1 I 1 I I I I I I I I I I i I I I I I I I 1 �j =- =_-�-_-_ _------- 1 I I /' \ I I 1/" \ I I I I I I I I I I I I I I I I I I I I I I l I I I - - --- -- •-_ ---- I I 1 1 I 1 I I 1 1 I I I I I I I 1 I I 1 1 I 1 I I 1 I - SMARTBOARD / /� -4'X4'-TB-_-_ 4'x8'MB i (oFCi) 1 4'x8'MB -4_X4'170:_-= i I �, I I I I I 1 1 I I I I I I I 1 I I I I I I I I I I I 1 1 I I I 1 I I project# 1 11015 a) —` I I 1 I i iI I I 1 I I I I I 1 ! I 1 1 I I I I ! I ! 1 ! I 1 i I ! \, P-1 1 1 I 1 I , I j t1 ! 1 1 I I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I INTERIOR ELEVATIONS 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 mac, \,\ I I I II 11 1 1 1 I 1 I 1 I 1 I 1 I 1 I 1 I 1 I 1 I 1 1 1 1 1 l 1 l 1 1 I 1 1 11Il 1 I 1 1 1 1 1 I 1 1 I 1 1 1 I 1 I 1 SECTOR A CL._ B-1 C•I t5 B-1 1 A 1 B B- ii1 1 C B-1 1 D t 7 1 - CLASSROOM 105 —cNi d S SCALE: 114"= 1'-0" - - --- - ''' ---- -....1 NUS . 1 ill II 1 . . • i I IBI I IOW GROUP • Dull Olson Weekes - IBI Group P-1 Architects, Inc. - UClA UC39UC2A UC3D JUC2A I UC3D IUC2A I UC3D UC2A UC3D UC2A UC3D IUC3CI 907 SW Stark Street Portland OR 97205 USA /`\5 / /\ r~` /\ ''N. /�' 'r 7.'`,, tel 503 226 6950 fax 503 273 9192 T - T - - Z/ >� - \ // \l" -\ www.dowa-ibigroup.com www.ibigroup.com � _ -� _ _ _ /\• 11 1 I _ - PL 2_ 11 I t >r<:_ _ I 1 `�- - - _ /� - - - 1 4 I \� I \V I ~� I \V I ~� I \V I �� \V ~� \� \� • - - PT PT PL 3 P7 PT PT GAS-TYP. 1:=-.'"'' ''!:'' '''-i:' ��o �: -- - � pp 0 — P 0 — f n can ® nn ® n ® nn • - I ! • - a ! • i� i --I I— 41`. • .,. .iti• 4T- N- - - �� - ° ° - i . � ° °� - - - - - - - -PL2 j- • 1 I I I I I I I I I I I BC2D BS1B BC2C BS1B BC2C BS1B BC2C BS1B BC2C BS1B BC2C BC2B 4A B-1 SCIENCE 113 0 SCALE: 1/4"=1-0" E P-1 r EQ. EQ. C // �/ 4/ '' 1¢1` - COUNTER C — / P tOVIDE �— � /\ SUPPORT 0 B .00KING IN BRACKET •� P1 /" P-1 \A LL FOR LAB r - - - - 1 \ P-1 I / 4,, \ / // \ // .. // A 'RON HOOKS- _____4- -t J p 1111111111 5"APRON — • F )10 t s \ / \ / \ - _ _ _ _1 SMARTBOARD PT �� / // 4'x8' MB 4'x8'MB 4' PL 3 0 _° _� � nfln --\') ' _° ,®C O r \ / FEC-2 \• 0 ti PL-20 ,, ` B-1 B-1 B-1 B-1 ..=4B 4C BC2B B-1 B C2B 4D t1U � ....0 cm s SCIENCE 113 CONTINUES , = N SCALE: 1/4"= 1-0" 0 '� C � CC ct •— 's asCOU Iri.) L (1) ..11": X -' Lo ENCLOSE SOFFIT - P-1 + N N ... O EQ. r EQ. OVER FUME HOOD �.� f T. s UC3C UC3D UC2A UC3D UC2A UC3D UC2A UC3D LUC2AI UC3D UC2A IUC3CJ UC1A ■� •Cr) r.,r I I FUMEHOOD(OFCI) I— ON TOP OFI \ /\ /\ / /\ / /\ /N 7\ /\ 7N. l\ N �-• .-� CASEWORK AT 112 _ _ _ . >�" . /yam. > = - = >- -- - --- M M I f PROVIDE ONLY-SEE I I \ 7 �7' > - 1 1 <_ - - PL-2 0 • 1 1 - ',.- - - - _> •-,...5,--I I �, > •• 1 I - •• I 1 L _ _ _I _ 1. O O O BLOCKING IN MECHANICAL 1 1 1 E • \'r '''--1.,----1 yr 1 I 1 I 11 �'r - 1 1 - I - O - P-1 — / / L 1 - WALL FOR LAB /'� P 1 — \v' �\�/ l 1 \� I --.3--- I f \�' l NY / Nt N SMARTBOARD F 1 GAS SEE PT PT PT PT PT 4'x8'MB 1 (OFCI) _ 1 4'x8'MB / t t APRON HOOKS- MECHANICAL GAS TYP. - - PL _ P1 E.: _ _ f-- - - -I OFIO PL3� fi / L � — 69 mil, _ ® —17.811._- f ® _-n. ,_ ® n 1 n —A 1 rl_ c>T ''';"A n -1)i---- 4 - --- 1"--.- .-1Th- - -41--- .4 - .4-1 - FEC-2 PL-2 . - . \ •\/- `\/- •\.'- `\/ •\/ ` \/- `\/- �/ - •\/- -\/ - `\/- •N/ \ , li ' \ .1 / J J ._, • . 8-1 I I I I I I I I I I I I I I . 3A DC2A BC3A B-1 3B BC2B BC2C BS1B BC2C BS1B i BC2C BS1B BC2C BS1B BC2C BS1B BC2A 3c B-1 • SCIENCE 112 -� 1) . �,, SCALE: 1/4"= 1'43" �v`� �/� 1933 NORMAN R. DULL � ,.tea --, . (,. PORTLAND. OREGON , . OF 0\- 1 EMERGENCY P-1 SHOWER/ /\ /\ ! EYEWASH SEE \ P 1 M / �/ \ / / \ / PLUMBING \ - / 1 - - I - - ADJUSTABLE 5"APRON /' '\ /, '\ P-1 /j P-1 P 1 /7\ / - - / SHELVING IWITH 1/2"LIP - ___ \ PT - PT PL `\ PL-3 V / PL 3 PL n ( / \ REF. �� / I AI N \ I I I I. / .� —n1e� ©3 / REF d o `- - - - - - /. L-- .4\ /1 / • \ /\ o / 10- r 1, \ / \ -PL-2_ > -Q. ��- - - - \ ° j DW PL2 - / STORA3E OFN r - � - r - - - T - r - C IF ,. . N v U r I • BC2B B 1 BC2B B 1 B 1 I 81 B-1 B 1 TCI B T I B B 3D 2A BS1B Bc1C 2B 2C I ZU _ N COUNTER SUPPORT `'' BRACKET ': NOTE: PROVIDE WATER HOOK UP t..,._.:.:.......... _inSCIENCE 112 CONTINUES FOR iCEMAKER AND FUTURE WATER PREP 111 DISTILLATION UNIT 0 e Y pi plan SCALE: 1/4"=1-0" SCALE: 1/4"=1'-0" ,,. :.,: ,,- 1„ ,:-•,,','„': JI phase Building Addition & Remodel Package z o date February 21, 2013 v _ revisions . EXISTING MASONRY WALL LC) NO PAINT - O 1. 1 , : ' . 11 ' : : ' , ' : ; ' : . ' : t , . : , : , , , , , . II . . , , , , : . , . . . . , I; . ' , ' . ' U) \ / : l 1 1 mum f 1 1 1 ! 1 : /j // CZ t I 1 v / , I : I , 1 l v / I � ' ' �/ Ell , / 1 1 : : : 1 4 S / \ 1 / \ / : , I i i i I - r i w • IIMil ` i r'.\ S 1 ! r ti , i ' , f ' , f I I ► �— f t I r � O� N OOCI) EN , , , ' , , ' r ; . . _ : ; ' , . . / \ /' III P-4 P-1 n / �' OF N ! 1 / \ I ' , ' , ' , ' , ' , ' : ' , ' : ' : ' : ' : ' : I I CORNER t ' 4GUARD 1 / i ) / \ __ � % ` / 4/ project ect# 11015V \ /- CORNER GUARD / /a / 1 / v . I 1 / A \ / \ INTERIOR ELEVATIONS ATIONS, ,....._•,___. \ / \ / FEC-1 / 1 SECTOR A t ' Ir \� ' ' ' e ' ' r r 1 t ' 1 ' ' ' ' ' ' • ' ' ,.. { ' ' ' t' f ' , ' f ' ! [ x t ? I f • - i 1 ' ? ' - _ F • ' ; ! '-' f ' ` ' r `\/" `\ . /' J 1 CL.,‘"-- - t.0 1 A 1 B B, B, 1 C :,.4 . Loo _ M e-.3-5 0. .; HALL 110 HNCl e SCALE: 1/4"= 1-0" _- II _: 1 IBI V*111*.' _ 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.com \ P_1 P- P-1 , . 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SECTOR A . c 6-1---. COUNTER . \--- co cn L:c3 o 8-1 / ,•D B- - (B-D--11 c).(I) BRACKETS AT 1 E IF , ,,•.,. ,-,-: ° NOTE: PROVIDE GROMMETS AS 3'-0"O.C.-TYP. _ .. k- -•- Ah I. ..---- a._ INDICATED ON FLOOR PLAN. -----:---4 _, i --. 5,7•77,. ...c..>).0 e . LIBRARY 114 CONTINUES SCALE: 1/4"=1'43" . _ „ _- _ , •., _ ,_,, . , . „.4-wtii„ . • • I Iiar •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.com • I I1 r I I I I I I I I 1 1 1 1 1 1 1 I I I I 1 I I I I 1 I 1 I I I I I 1 I I 1 I 1 I I 1 I 1 1 1 11 I EQ. EQ. 1 I 1 1 1 I III 1 I 1 I 1 1 1 1 1 1 1 1 I I I I I 1 I I I 1 1 1 1 1 I f /.// 11 I _ �� I . ' '� l I I I I I I I I i I /',/ l I I I I IIII I I I 1 1 I 1 1 I I 1 1 1 I I I I , 1 1 1 I 7 I I . 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I I i I \ �� . / ! / ! i I I I 0 min I. : 1 - _ J I I _I I I ( I I 3 ,; 1 1 P-1 \ / / \ 4/ \ \ �/ \ I \ / / P1 1 \ / r \ , I I 1 I I I I I 1 1 ! I I OPEN -,---- / /. ,\ /, \ /, \I i 1 I -1 /' OPEN I T I� I OF N OP1EN ! I 11 '' OFTEN 111.1111.1111111.11- 10 �..� NM , I 1 l L13 ��==='= _ / /7 �/ /% 1- /% I /7 /,' \ ! I \\\ _) I I ,'/ \\\ _. I .1 ,'' \\\ = ! 1 I 1 I 0 MIN MN I E 1 I I I I 1 I 1 I TIS I 1 \ \ / /i/ /�/ /�/ ! l I 1 ! I \\ i I i 1 I 1 l I I ! ! I 1 I 1 f 11 i I 1 1 I I 1 ! I I I I l I 11 I l i ! l 1 1 ! 1 1 1 I• I -� \. / �''''�'��' _ ! ! 1 I 1 1 , r MIMI v 1 T I ! C) I 1 1 I I I I I I I 1 1 I I 1 1 1 1 1111111111 �, \ \/ I 11 1 I I. • I I I / \ .1 • I I / I -7-- / \ / \ I I I I I I I O B1 B-1 2B C-) CO2) HALL 143 CONTINUES c, = N S . SCALE: 114" = l'-0" •� = � R _- CO CO■ w Uv 1, , I ! I I I i i I I I 1 1 1 I I f a) r}n I 1 1 1 1 ! # I 11 I !- I ! 1 I 1 I ! ! 1 E I T `�' ! 1 I I I I I I P-1 I L T. ! 1 ! I 1 r\ ,I i CO 1 1 I ! I ! I I T I I I l ! I ! 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II I1II I II P2r - 'r r'1 i o • � L111I I I `�1" I ! 1 ! � I / _ b _ � ! � ! 1 I I— _� _..1 ) ( ._I I 1 __- , 1 , / I I I Z:o P 1 I I 1 I 1 7 ii �F Fri I 1 1 • I I I 1 1 I — I 00 . `. 1 1 1 I .._.LLQ ! / - 1 I -- , 1 ! I I ► project# 11015 1 \ I I I i I I I L I _ 4 I 1 ! I \ / INTERIOR ELEVATIONS \ 1 ! ._._INM L -1 1 � 1 -_..--- 1 1 1 M 1 if 1 f 1 1 srR 1 \ / �o ! 1 1 I I I l I 1 ! 1 __ I I 1 1 i� A. 1 / I ' I I I I I / 1--1 SECTOR SECTOR A p j B-1 1 B RUBBER NOSINGS-TYP.cn P 2 B�1 1 c B-1 1 D .: 5.(1) ! CONCRETE v ei) CL RISERS NOTE: PAINT ALL EXPOSED STRUCTURE, PIPING, A5 • I 7 ' o‹ DUCTS, ETC. P-1. o • MUSIC CLASSROOM 135 ,I0 SCALE: 1/4" = 1'-0" N- CVU . . - flpetri IBI GROUP Dull Olson Weekes - IBI Group Architects, Inc. , `'-------- BEAMS I j. 1 907 SW Stark Street Portland OR 97205 USA tel 503 226 6950 fax 503 273 9192 I. 1 . I I Y i _ ... I - II www owa r g p com www I g p co m I u rrou . JOISTS I 1 I ; i E _ _ i P2 I I11.1111111 .111.11111111111.111111. - L - -, - I I -. ._._._. 1 I -'f CEILING CLOUD 1 1 ' I I _ I _ i ._ I-I -- _�1. - f ; L „I- , /I I j ( i I ' I I I 1E- ' s SPR- / /t I I I 1 I \1 I I 1 / I I ! I I \ / j ► II 1111111. ! 1 11 I \J, l \/ \I/' , 1 I I I T T � 4 CD - (B-1D 2A O E • • COMMONS 150 w SCALE: 1/4"= 1'-0" Ce I 0 73 'V o Q . o Immo .0 ` BPM 0 U 1 I JOISTS cn P5 I .� ma co 1 1 0) N I 7 i -..-r -,-. f` \- a) CEILING CLOUDS 16"VINYL DIE CUT LETTERING- =CEILING CLOUDS P-1 SCHOOL MISSION STATEMENT- = - -- SEE SIGNTYPES - ---- = D // f / / ;fir -Cr) i P-4 CP-4) LISTEN + RELATE + INSPIRE + I S C O V E R + LEAD 10' DlA. NEGATIVE !MAGE LAZER CUTCA CD ACRYLIC- PAINTED WALL AT • y \ , \ POSITIVE IMAGE SCHOOL LOGO ri , SEIGNTYPES . = 0 46,a2 1 N P-2 / \ \ 7 , -0" . rt-ik OPEN- \\\ 11 -,..,, , y _ _. .: -.-.. ..,.. .... -...ter.-. _.. , :, .. f -'. .. ... .. ..:r, 3 ... ,,. >.-/„ ..5, lsv, �, ' i, ry� f r �m `H• m $ Ilia. .1 Yr � d W, .»% � t r• fir r r y ,:�. CORNER ARL .�.. .�r :.� � CZ � d' .. r .,.-:F0::,4P4:1141-* vIn .', ... .. .. .. „../ /.../, ,. ..f,. .tF �l��nar3Y��py� 4. j,. Cr) 4,t ^ ., ,,.may , .,ter ....,r r, /, ..aO : .-,r v`z '. - ,4 .3 i / . .,. ..,,: � ,,,, ., e �s_d'��,.f s .�.,�z€eu i. ,, ,.-.,: ,.,.,:.. ..,,.,...;-,-.,,, .< ..:.,.:.:., ., .....,..• ,ri ��`r3r>�t��, '�'� ,'1�. ^.,d ,C.". .✓, .,� na�, :.r: r, NI LL � 1 ` \ ' ❑ /:i ❑ ❑ :�I❑ Cr) a--+ CI) Cr) ♦♦ei♦�e�'��♦iei, / •e♦eeeiei Ino* ieie�iei�♦ee �♦♦iei♦0e♦e♦iei�e♦ie ieiei�iei♦ieieieieiei�►eiei�♦eieieieieieiei♦i \. / ♦e♦♦♦e .iei�i♦Oi♦ieeeieieiei♦ieieiei♦ieieieiei♦iei e♦eeeeeee♦�iee♦0 , . - - , . / `o --- ail / . 0,-3. M cp \-CB1� 2B iii:: R:::: O 0 Lo COMMONS 150 CONTINUES • SCALE: 1/4"= 1-0" IN'._ ill CJ 1 CJ .1 NORMAN R. DULL BEAM x. ' P-5 • 10' DIA. NEGATIVE IMAGE LAZER CUT ACRYLIC ��PORTLAND, OR € I I / p ' s I I I I / Il ii I /1 AILIWIF � SCHOOL LOGO LWHI OSISEE SIGN TYPES r`d' ��~ ,T E - E E - 17 ._, I 11- U I I ITt Et -1 J_ U -1 I 1 1 _i___. -❑ i i 1 I LJ _1_ 1 _ ❑C I 11' VINYL DIE CUT LETTERS- -. - - - - - I I I � SCHOOL NAME TO MATCH OWNER � COILING GRILLE 1 ,.. --I-� - PROVIDED ARTWORK SEE SIGN TYPES P-1 CEILING CLOUD 1 CENING 4LOUQ I I j I I i 1I I I I I ! I ! j 1 I 1 I € 1 I 1Y\ .- I-`, 1 1 l I 1 ES TSIDE 1 P-4 • - - t I T \ 1_ fill P-1 I - I , �- CHRISTIAN ;: ---------� _ I \ - F-__ , \ , \ I I ! 1 P 1 ..._ / \ # # \ -� (E) OVERHEAD DOOR ® \ I H G H SCHOOLIIII # / // \ / / % / / / / / // \ r ! \ I pi s.z ' ' b l ,v 7 5 - -5 ,- r Y.,, • \ / \ /' I I I I / > '+4 "irYF-k rrn ,, {Xr,A 1 ;� _- _ l y S r < , /,_ 1 lti i yn 4v. ?ice 3s' 1 +#;'#; NP''V' / \ /• I 1 �n� r e ♦e♦♦e♦♦♦ee�� 3 I � .�ee`��:�.oee�.e♦+.�.eee♦�♦`. C I I E # I I -- •♦ i a ♦♦♦♦♦♦♦♦♦♦� •+ ♦♦♦♦♦♦♦♦♦♦♦eee♦ - \/ --- -- - \/ . ,� - T ,-,,,,,,,,„,„,-,. ,,,,,,,,,, CB-1- 2C C_ .D - 6"VINYL DIE CUT LETTERS 1 A A .� SCHOOL NAME TO MATCH r.,m ' 4` �,�/ OWNER PROVIDED ARTWORK- I `'� SEE SIGN TYPES � COMMONS 150 CONTINUES VESTIBULE 100/HERITAGE HALL 101 key plan SCALE: 1/4"= 1'-0" • SCALE: 1/4"= 1'-0" I 111111111111.111111 phase Building Addition • date FebrReuarydel 21 , 2013& revisions L GENERAL NOTES: LEGEND: MOUNTING HEIGHTS: EI 1 I 1 V I k I I 1 I I I I I I I 1 1 I 1 I I i 1 I I 1 I [i3 I 1 1 I I I I I IIIIIIIIIIIIIIIIIIIL 1 MATERIALS WHICH ARE IN SIMILAR LOCATIONS ARE NOT NOTED AT EVERY FEC-11 FIRE EXTINGUISHER AND CLOCK = • I I I I I I I I I I I I I I I I I I I I I I I I I I I I I r OCCURRENCE. TACKSURFACE(TS)& FEC-B CABINET(AND BLANKET) SIGNAGE, FIRE w 1 1 1 1 1 1 1 1 1 1 1 i 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 k / TACKBOARDS (TB) TYP STROBE CC3 / / / 1 / + r 2 SEE FINISH FLOOR PLANS, REFLECTED CEILING PLANS, INTERIOR ELEVATIONS AND - OFCI OWNER FURNISHED / / / / / P 1 I I I p-1n I I I I I 1 I 1 1 1 1 1 1 1 1 P-1 I I I 1 1 I I i r FINISH LEGEND FOR ADDITIONAL FINISH INFORMATION. CONTRACTOR INSTALLED 'I %% �1 I I I `-----1 1 I I ! I I I I I I I I I I I I 1 _ I I I I \ r . • ABUSE RESISTANT ,� > . ;;, ACOUSTICAL ABSORBER T\ /\ __ - J _ _ _ _ _ _ _ _ _ _, _ _. _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ _ _ _ _ __ � _ µ _ • _ __ _._ _ _ _ _ _ _ _ _ _ _ T _ ^ _ _. _ -. _ _ _ , 3 SEE DOOR AND FRAME TYPES FOR ADDITIONAL INFORMATION AND REFERENCE TO OFOI OWNER FURNISHED -. \ WALL PANEL(AWP-1) F-- _ _ _ _ _ __ _ -_ -_ -_ __ _ _ _ :_: ___ _• . 7 '„: 7".._."- _ _-_ � - _ _ - 7. - _ _ _7._7. _7._ . ..: :-. :_: 7. •_: 7. •_ 7`. _:7. 7. 7. 1:7 __- 7 \ r DETAILS. DOORSWINGSSHOWNONELEVATIONSAREFORREFERENCEONLY-SEE ' , OWNER INSTALLED Z / N r-1 / _ _ - _- _- _ - _ - _ -_ _ _ - _ - _. - _. -.- _ - _ -_ - -. - _ - _ _-. - _- _ - _-_.- _-_ - __ _ -_ _._ _ _ _ _ _. _ _ _ _ _ _._ _. _ _ _ _ _ _..,, _ \ 1 FLOOR PLANS. SEE DOOR, FRAME AND RELITESCHEDULE FOR H.M. DOOR AND FRAME p SPEAKER MARKER BOARD/ LJJ 1 Q � _ - _ - _ - _ - _ - _ � � 7. 7. 7. 7. - - _7. 7. `7.` 7. _ _ :_: _ _- 7. 7.7.7. _ - - -_- _ -. _ - _ - - _ - - - _- ^ _ ^ OWN FINISHES. DOORS NOT LOCATED BY DIMENSION ARE TO BE CENTERED IN WALLS AS �`, - HIGH IMPACT CJ CONTROL JOINT TACK BOARD UI ur / # _ - - _- _- 7. 7.' 7. 7. - - _ - _ -._ - _ - _ __ _ �._ �_ _ - - -- - Y-=- = -_ - _ _ - 7.. 7. 7. 7.7. 7. 7. 7. 7.7. 7. 7. - 7.7..7. 7. -_ - ti SHOWN OR LOCATED 4"FROM FACE OF STUD TO FACE OF JAMB. WALLPANEL (AWP-2) '4- # - ,� U) 7:.:.7. •_:7. 7 : - • - - _ - -' - - ' - '- - : - - . _ . _ - - _ .7. . , 7. _ . . . 7. . . 7. . . . _ .. . ,_ . . .� r P-X PAINT COLOR(P-X) _ 4/ ( '/ 4/ / 4/ \ /' 4/ / 4/ = _- - I -i - - _ _ _ - _- - --- - - r 4 ALL WALLS NOT LABELED OR ELEVATED TO BE PAINTED P-1, UNLESS NOTED - - o ;,r ix) - c1 project# 11015 � :.� ��_ _ _ _- � - - = :� - _. -= =�=-= - =- =� - = - =- = -= � FES p J U - - - - -- - - - .-- - . - - - - - - - : --- _ - --.- -- - 7. 7.7. 7.7. 7.7. 7. 7.7.7. 7. -_ . _ . 7. 7..7. 7. _ - - _ _- - _ - _ -_ -_ - ' OTHERWISE. MECHANICAL GRILLES AND ACCESS PANELS IN WALLS SHALL MATCH THE _ . . _ -_ TS-X/ TACK SURFACE/TACKBOARD - ao n p N / N _- - -_ - _ -_� _ � _ _ _ - : - :- :_ -_ - _- - i-i -_- :-: - _ - - -: - - - _ -_ 7. 7.7. 7.:_ -:__�` rr ',, COLOR OF ADJACENT WALL WHERE LOCATED, UNLESS NOTED OTHERWISE. _- - -_ TB-X INTERIOR ELEVATIONS Lc) _ -` - - - - � _ . ._ . ._ _ . . _ . . _ .. _ .. _ .._ . . _ .._ . . _ .. 7. '7. 7. 7.- .. -T__ --- - - - ___-- - -- 7. 7. 7. 7. -. _ --- _ r 1 oo PULL ON _ N _- r-_- _ - _ -,_ _ " _ - _ _ -_ _ _ _ _ _____ ____ _ r 5 PROVIDE BACKING AT WALL MOUNTED ITEMS. Xx CASEWORK TAG cy STATION SECTOR B cam f \/ - \/ 6 WALL HATCHES ARE SHOWN DIAGRAMMATICALLY. . - . I. 0 CO 1 1 B-1 4"RUBBER BASE 1. HEIGHTS TYPICAL, UNLESS NOTED OTHERWISE. O _ . - _ . . 2. PROVIDE BLOCKING AS REQUIRED. _ .._ _ -_- B-2 CERAMIC TILE COVE BASE A5 . 20 NO VESTIBULE 100/HERITAGE HALL 101 CONTINUES B-3 SHEET VINYL COVE BASE N p S SCALE: 1/4"= 1'-0" B-4 VENTED WOOD BASE CV c`�U II11Y-Of i:ii 1 ;• ll •-1 11 1 1 - II IBI . . .4igwr-:2,' GROUP EXISTING /- INFILL UC4C [UC4CI UC4C UC4A UC4B IUC4B I UC4B [ 94BI MASONRY MASONRY WALL WALL Dull Olson Weekes - IBI Group 1 ! I # ! ! I I I l I I I I { , { 1 / Architects, Inc. 1 I 11111111 I 1 1 , I 1 1 I 1 1 1 1 1 1 1 1 1 IP1 I I I I I I I I I I I I I I , ; . ; ; , ` , ; r , , , ; , ; ! , , , ; 1 ` : i , if : ` : , I • ' ! 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DULL ("")- • I tp. PORTLAND, OREGON FORWARD FOLDING BACKSTOP I , .. ,e?) I ---- _______ FORWARD FOLDING BACKSTOP I-""--------------------- • • I I 1• 11111 11111 417 'AIP-4,1P7 641 0 A bo 121-0" 2 1 -o" — 1 ,r 1' /\ I P- I 1 II ar,-,-- . •1110..."'"... kir 0 . ,...........................,............. . \ b / / I co \ / F.D \ / \/ •.. 1 B CENTER WALL PADS ON BASKET CENTER WALL PADS ON BASKET A B-4 BALL HOOP — BALL HOOP • , ..i . I 1 GYMNASIUM 166 CONTINUES 0 k e y p la n ,..: -....... = SCALE: 1/4"= 1'-0" SD . to ••— CI3 '4,••••• I _..I phase Building APackage Remodel date February 21, 2013 z LIJ c) 1 • = GENERAL NOTES: LEGEND: MOUNTING HEIGHTS: revisions . 0 • 1 MATERIALS WHICH ARE IN SIMILAR LOCATIONS ARE NOT NOTED AT EVERY FEC-1/ FIRE EXTINGUISHER AND CLOCK — SIGNAGE, FIRE •"-'"::'''-' :•': TACKSURFACE(TS)& FEC-B CABINET(AND BLANKET) TYP STROBE n•--- 0 OFCI OWNER FURNISHED \-- 2 SEEOCCURRNRISEHNCE. ELEVATIONS AND ',- ' ,.::: TACKBOARDS(TB) *r- t* CONTRACTOR INSTALLED li FINISH LEGEND FOR ADDITIONAL FINISH INFORMATION. „ - ABUSE RESISTANT , 0 C.J3FLOOR PLANS, REFLECTED CEILING PLANS, INTERIOR —„ .2:‘,;/,_ ACOUSTICAL ABSORBER .:- . OFOI OWNER FURNISHED • = 3 SEE DOOR AND FRAME TYPES FOR ADDITIONAL INFORMATION AND REFERENCE TO :,', '.•' /, WALL PANEL(AWP-1) = OWNER INSTALLED • CO - SPEAKER MARKER BOARD/ -4---, AND FRAME cn -›/>:'4%;:/::'' HIGH IMPACT CJ CONTROL JOINT V TACK BOARD • 't-7- FINISHES. DOORS NOT LOCATED BY DIMENSION ARE TO BE CENTERED IN WALLS AS FDLEOTOAIRLSP.LDAONOSR. SEESWIDNOGOSRS,HFORMAMEOANNEDLERVEALTITIOENSSCHAERDEUFLOERFROERFEHR.mE.NDCOEOORNLY-SEE '4';•;.2W/ .- # ...a .•:":,•`,. <;•s - •,- SHOWN OR LOCATED 4"FROM FACE OF STUD TO FACE OF JAMB. WALL PANEL(AWP-2) % Zo 0 P-X PAINT COLOR(P-X) . project# 11015 Z.1.- - .) `1" -4° FEC -_ Eli F•-• r- • 4 ALL WALLS NOT LABELED OR ELEVATED TO BE PAINTED P-1, UNLESS NOTED .._ .. t: TS-X/ TACK SURFACE/TACKBOARD _ Zo d INTERIOR ELEVATIONS __ - •-- - .._ .. TB-X ti) ____ - co UNLESS NOTED OTHERWISE. ._ .._ _ .._. U' b PULL -D? a) COOTHLOERRWOIFSAE.DMJAECCEHNATNIWCAALLLGWRIHLELERSEALONDCAATCECDE,SSPANELS IN WALLS SHALL MATCH THE i.,; STATION SECTOR C Xx CASEWORK TAG '4:t• 5 PROVIDE BACKING AT WALL MOUNTED ITEMS. 1..0 1-- -- --• CD 6 WALL HATCHES ARE SHOWN DIAGRAMMATICALLY. _ .._ .. iA 4— CI,1 , B-1 4"RUBBER BASE 1. HEIGHTS TYPICAL, UNLESS NOTED OTHERWISE. ' ,,,,o. ( 2 PROVIDE BLOCKING AS REQUIRED. I — c., (...) _ .._ .. B 2 CERAMIC TILE COVE BASE • ' a) Lc). -- • -- _ ...... .. CN 0 '- '-- • _ .._ .. 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ACOUSTICAL CEILING STEEL STRUCTURE (PAINT AS NOTED) 907 SW Stark Street Portland OR 97205 USA A3.33 _ 1'_ tel 503 226 6950 fax 503 273 9192 GYPSUM CEILING METAL PANEL SOFFIT www.dowa-ibigroup.corn www.ibigroup-corn (PREFINISHED) fr cia . 1b' 0" �0' LINEAR WOOD CEILING 2 i _ 1\ Bm _ T T I I I 1 1 T--� -I 1 I I _ _ .I 1 —__ -' 1 �.. �_.,u ,.u.._ I.. T T —I T 11I z �, — 10'-0" HEIGHT OF �_ STRUCTURE (A.F.F) I I I H I I i _____Z L_E 4- � U �1 M L�I -- - EXIS EXISTING CEILING 1 lfN1STRUT HUNG FROM I1 STRUCTURE, 12 0 A.F.FI + F I n .� ri .� rr - II 11 it g�11 If Ir1 II ii 1 r �I CW CTS) OPEN TO STRUCTURE N- _ _ .� ART }OM = _ _ _ _ = M PHYSICS CLASSROOM ©CLASS O+OM / l NL�RSER'Y ABC �� 1' �. — 'I 12111 I � 1 131 1 �rrIIVEs GENERAL NOTES: rl I1 — rJ 11 I I HA 1a�3 -r— CO I I I] — — a - Ii ;i "" 1 SEE ELECTRICAL AND MECHANICAL DRAWINGS FOR ADDITIONAL INFORMATION. 6-67-67')' 1I _; 127 H 2 If 1 �' 10'-0" r ` , 2 SLOPED SURFACES WILL APPEAR LESS THAN TRUE LENGTH ON RCP DRAWNGS. SEE 1r 11 `10 0'J 1 10'0" 1 I • P-1 r 11 ' SECTIONS AND DETAILS FOR ACTUAL DIMENSIONS. 9.-Cr" k A _ . . V 1 r . r 1 1p_p^ �I f f 3 ALL CEILING HEIGHTS ARE FROM FINISHED FLOOR, UNLESS NOTED OTHERWISE. - E I, I I l l --.- ' — 1 D�Q" f H „ H „ H If 11 II _ _ _ IIE �E I 4 PAINT ROOF STRUCTURE AND EQUIPMENT WHERE CEILINGS STOP SHORT OF WALLS. 11 II IICD u _ _ 171 2E LI L-,_ j� 132 f 5 ALL EXPOSED STRUCTURE, DUCTWORK, PIPING, ETC.TO BE PAINTED P-1, UNLESS Ce OTHERWISE NOTED. 10'-0" $'rOR/4 6 SEE ROOF PLANS FOR ADDITIONAL SKYLIGHT INFORMATION r r i tLi r [ -', 1 T- _.I. 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DULL •: milli iSOFFI ABOVE LOCKERS, • - — Ip-'17) PORTLAND, OREG N .� 1 1 / TYPIC,/,_ I I I , � ^�' L:, I /V TYP. I ,+ I s I I I I I I I 1I I _ I I I I71 � I �$ OF 7 / Z zi .__, __-_SC1ENCP - - - iIII , L . 10'-6".I A IX HALL I' C PREP -- li 1 1 1, I ..LAS RC.O Y:. CP 9'-0" CLASSROOM �' C�.A3SItOa3M CLAS"Rr]O CLAS RUO�II GLASS O DI1� _ CLASSROOM ._ 1 ' 09 1 8 I l 10'v I 1 06 1 1 105 1 104 1 1 1(13 I -, V.:-.1 T-9” I 3 A 3c-Eit?-.<1 _ c r- _ i! \J / 1 µ 1 r , , }1 1 I II ( I , II - lFif-¢*4f1 12'-0 120 12'D" 120 1�2D� 120 1�� 111 112 1 L__,7 -: F�� Ja) �( _C2 /1 - .- ---.._. 1 1;s!.- key plan vi I Cla P1 -- - _ _ L .._.J 411) phase Building Addition & J 10, 0„ ,___ Remodel Package z 0 F v 6 date February 21 , 2013 U) — 1 0 revisions m u N z 1 0 co l5 cn �— U f:J CD ,,, project # 11015 REFLECTED CEILING PLAN . SECTOR A CLf ji < A6 ■ 1 0 No REFLECTED CEILING PLAN SECTOR A • •-•0 SCALE: 1/8" = 1'-0" CVS NU LEGEND: 2x4lAY-fN EXPOSED ea IBI / ACOUSTICAL DECK GROUP / ACOUSTICAL CEILING 1MTH EXPOSED STEEL STRUCTURE (PAINT AS NOTED) EXPOSED DECK Dull Olson Weekes - 1BI Group 2x2 LAY-IN WITH EXPOSED Architects, Inc. ACOUSTICAL CEILING STEEL STRUCTURE (PAINT AS NOTED) 907 SW Stark Street Portland OR 97205 USA GYPSUM CEILING j'-'-.," tel 503 226 6950 fax 503 273 9192 METAL PANEL SOFFIT www-dowa-ibigroup.com www.ibigroup.com 4 (PREFINISHED) LINEAR WOOD CEILING GI Go • 08 HEIGHT P 1 10'-0" STRUCTURE(A.F.F) TRAINING a, EXISTING CEILING I`�,i 7�l O CE I .. . . . ... ._ . ON OTS OPEN TO STRUCTURE I I _ PE1--Lu4 1 P1 �, n _: :,.,... 0 GENERAL NOTES Itt • I CO I I_ f I. T T _ ,,,...., T .] 1 U I 1 SEE ELECTRICAL AND MECHANICAL DRAWINGS FOR ADDITIONAL INFORMATION. El2 SLOPED SURFACES WILL APPEAR LESS THAN TRUE LENGTH ON RCP DRAWINGS. SEE : --- SECTIONS AND DETAILS FOR ACTUAL.DIMENSIONS. O E3 ALL CEILING HEIGHTS ARE FROM FINISHED FLOOR, UNLESS NOTED OTHERWISE. ' WEIGHTS/ 4 PAINT ROOF STRUCTURE AND EQUIPMENT WHERE CEILINGS STOP SHORT OF WALLS. (E i : (E) STOR. a) AUDITORIUM' s ' FITNESS 5 ALL EXPOSED STRUCTURE, DUCTWORK, PIPING, ETC.TO BE PAINTED P-1, UNLESSCe f. • I17$ H-11,_1. I I OTHERWISE NOTED. _ 163 � (E) SOUND 1160 I 6 SEE ROOF PLANS FOR ADDITIONAL SKYLIGHT INFORMATION. _- I E)@ 7o I162I (10'o_°) ■ • 1 E (E) STAG a' 13 p'H164 -o° � [ 11r � 4 Q IL L __.g ] � - �� _. 1 t-- . _ i . 1 . . ,' , , 0c....) (E)STOR. 7 o r n 161 = co f .. O W � PAINT ROOF DECK, EXPOSED SKYLIGHT(SK 1), PROVIDE 6"TRIM ON ALL I -V J • L t! 1 -, STRUCTURE, DUCTS, PIPING, TYP. OF(8) FOURS SIDES OF CLOUDS,TYP. : 9 ' 1 1 Cr) ETC. ABOVE CLOUDS, P-5 TYP. i I ` I – ' N 0 0 0 0 0 0 0 0 [ m 0 ' 1 - � III a L z 1--- 14'-0" PROVIDE 6"TRIM ON ■� ‘4100/ i l • -- ALL FOURS SIDES OF ,4.11 -�. CZ / j: m e m CLOUDS, TYP. I- 11 _ __./ __--/ _ _.." , _ = 0 ri)- 4 -! 0 0 IY m 0 0 0 ® m 1_ 1 N r LL7 % 12 OiY X12'-0) ( 2'-0R� (12'-0") (12'-0°J • CO d�7 COro 0 co F . 4'_0 .9 CO CO 0 0 P 0 1e 0 m ,��— � m o 12'0° \ 12'0" O � � CO" 10' 0" 0 / r ./ , "IF _1 -I 4 ,( e m m Q G'�M1AONCIO / m_. l — LUI 150 ti i �1 1 0 0 s o 0 o 0 10 0 • 0 0 111 1 ° 1 ' PAINT SOFFIT&SOFFIT WALL, P-1 ,r TYP. f F ;. ' PAINT ROOF DECK, EXPOSED __ STRUCTURE, DUCTS, PIPING, C.9 . e 0 0 0 ETC-ABOVE CLOUDS, P-5-TYP. T} ll � L�� I_. ��i 10'-0' j J � L - PAINT SOFFIT& PAINT CEILING IN .\ � � 1�� ,P SOFFIT NALL, P-1 DF NICHE„ P-1 c� l(G' jjj _ ,. ,� Y r 1 ~� 1933 �} ,iir �J 0 AQ-'–? n1 _ II I NORMAN R. DULL rl i--I 9 8 . / V —155 " x H H PORTLAND, ORE�G N ,4.r----� a — i '-- 10 ,� WORK ROOM �� L v° 10'-0' i 158 OF Li I - n 6110) :; - , HAL • __• Hol OPEN ......_i 1 r OFFICE 154 L12 ! 1 I 11 ,71 RFCEPT ON 1----,..e ' 1152 jK STAFF ROOM I157I 4 C _ _ - r ?<-0 ,,:_.., -2, --:.:'::,--iitittot.t:igr.-..' , , j —� I 1 — A �y 1' : ' ;j CONFER MSL Il1N4:IPAL V I � ;: .,:: }� }�I1 ash :',i.-.i...6,-,:.,:,.:,..,.r -...:-.1-...;.:.-6,..::...,;3•-•:•,, 153 I — • :11'^ort- - j I n". k e y p l a n 10'0" 10'0" oI 1 P-1 — 1 ,r '-_- — _ - �.� . _ _ _ .. , . � . . :��" �— _ w t 1 � - � i _� ►._�.__-a "- �� L� Kase Building Addition & 0 p 0 Remodel Package n METAL DECKING/CEILING date February 21, 2013 _____ — — 1 0 revisions n E A 1 1 1 • u) r ai _I g Z I. LLI0 "'j r.. 9..D (SOyJro ect# 11015 p U REFLECTED CEILING PLAN `;:5- SECTOR Q- Co U eif--) A6 o_a? o , CI_ . • 1 1 c < o REFLECTED CEILING PLAN SECTOR B cJ N 0 e SCALE: 1/8"= 1'-0" N CS-la LEGEND. EXPOSED ell 1BI 2x4 LAY-IN 1 ACOUSTICAL DECK GROUP ACOUSTICAL CEILING 1 WITH EXPOSED STEEL STRUCTURE (PAINT AS NOTED) EXPOSED DECK Dull Olson Weekes - IBI Group 2x2 LAY-IN WITH EXPOSED Architects, Inc. ACOUSTICAL CEILING STEEL STRUCTURE - (PAINT AS NOTED) 907 SW Stark Street Portland OR 97205 USA _ _- _ V tel 503 226 6950 fax 503 273 9192 GYPSUM CEILING METAL PANEL SOFFIT www.dowa-ibigroup.corn www.ibigroup.corn ._ / (PREFINISHED) LINEAR WOOD \\ . CEILING 'I 1 (!_0±-.0) HEIGHT OF STRUCTURE(A.F.F) EIS EXISTING CEILING (TS) OPEN TO STRUCTURE GENERAL NOTES. 1 SEE ELECTRICAL AND MECHANICAL DRAWINGS FOR ADDITIONAL INFORMATION. �•N a) 2 SLOPED SURFACES WILL APPEAR LESS THAN TRUE LENGTH ON RCP DRAWINGS. SEE w SECTIONS AND DETAILS FOR ACTUAL DIMENSIONS. 0 3 ALL CEILING HEIGHTS ARE FROM FINISHED FLOOR, UNLESS NOTED OTHERWISE. 4 PAINT ROOF STRUCTURE AND EQUIPMENT WHERE CEILINGS STOP SHORT OF WALLS. a) 5 ALL EXPOSED STRUCTURE, DUCTWORK, PIPING, ETC.TO BE PAINTED P-1, UNLESS et OTHERWISE NOTED. 6 SEE ROOF PLANS FOR ADDITIONAL SKYLIGHT INFORMATION. C 0 m. 13 o �[ O 7 11O 0 , , 0 -� c,.) . 0 (i) C0 , ly co_________I cy.,_,. .. C �. . Q E 0 N W ■— ti -teaCZ Fc , = , Fil ] , i— CD: = 0 465 . . LCOVE CoP0v0 1 P-1 0 CD tr5 I167I I73 . ter. TEAM ,�. (I) IZ ti .... ............ ....... . ... . 168 # � CO _ nom ^, MOTORIZED GYMNASIUM DIVIDER CURTAIN `PIRLS ,' W o O .n 2 0 I. � P-1 OM LOCKER �-- Lo I Ru co �–% STORAGE 79 it I 171. N k..)00-71 El 111 1 I P1 / P-1 r SKYLIGHT(SK-2), I \. / \� TYPICAL OF(6) N\ ® r I d NOTE: PRINT ROOF DE CK& STRUCTURE IN LOCKER ROOM O N �� AND STORAGE AREAS-P-1 I � r \ ,i I ,' N. 1933 GYMNASIUM - GYM ROOF DECK AND STRUCTURE, P4ENT P-1 r W NORMAN R. DULL ,--e23 1. , 1 PORTLAND,� I 166 v � I op� � r r OREGON \ r I OF— STORAGE �` r r 7 OF*N I P-1 - , .. BOYS\ OTS TEAM LOOKERv - DOOM r 173 , V CEILING MOUNTED FORWARD FOLDING rI BACKSTOPS,TYPICAL OF (2) i ( , P-1 v � s 1 P1 / C3D i / I ALCOVE f ;, I P-1 W177 1 - 0)—: 03---: I I - r Imo- I; 0 . --I `TRAINING ,' 1 CFF CE A B U q ol�N 175 E( .. _..... _. .� --, .,�.;y r. ..x.r. ,r .: ry �r r.;ter °J, .Zsz;' iar 1Yl"2 i .i.=..,-.-.,---,-, -�%?r Y;!".:dF r .......,. . %,:,[.,..i (U _ -_ ,. r. 7 ,•... . �, r.,.gW,y- > .. ..-y r. :.-'».� c � ;;,� ;,.n :, r,'�.!�.ld.a,D,'":,ar.: '/C.7Jr.:_..ac, �'�i _...,rte''- '?,, ...ax t."�7:i�. ... .. -...-. ,., :. Y .. .. ,.,. ..,,,;,.. . ,-.. .,,i<✓,,.. .� �^.,. ,r,,. r ..=,., „i"r, r,�+rs .. .:x .'/JIB' .��;.:,�n.:��yT��'L..,....i."7,.f_.,,a. .,�..,,.,.,� �'i.�'°,• ';;d---_.. .,,�_6'!J;!''�`?;•.�....,—:%1:.✓..�..- � r.�.x. [ 1 �_�.- :r7- -..T:p' mss., vzri'h . a•�r .ri,r�!',� _.;,,:ter -L/r�,.-ss7G.<. .?f.,T". ri l y?.:k' %.,.,::�.na:I� �'e-",Gk'' �.�,>.y, ak.�_,4s'.�'. Z ter. ,?*-_. ,1....2a+.7F. r, a../.. I�,F �I'. X,._, �. _ :�r•�r � .,,,�_„ J�..i."l.�, t/.r•..c..� -. + fc+' �. ..1:/.��_c,�a.X. '�..... Ia...�.:0E�.�'�`�'.Y.. F..,�L;'f:_ F..• . -- @ a n H/. :`�- i n • 1 t '___ .g I _ T 1 phase Building Addition & . i : , �I T I - Remodel Package j_ Z E . �� - date February 21, 2013 w , U U,I revisions U - g� 0-(211}-- M C (11U L U co project# 11015 c REFLECTED CEILINGPLAN L SECTOR IZ�- U €9 CD-0 CVO a') CL A6 . 1 2 �, REFLECTED CEILING PLAN SECTOR C No s r Q SCALE: 118" = CVS cv U IBI DOOR SCHEDULE DOOR SCHEDULE1:ietir GROUP DOOR AND RELITE FRAME co DETAILS DOOR AND RELITE FRAME cr) DETAILS Lu Lu SIZE k-- SIZE i-- D D Dull Olson Weekes - IBI Group z z Architects, Inc. co a. u) EL < 0 D 0 D Z 0 d z o 17- (X 0 I= ct 907 SW Stark Street Portland OR 97205 USA Lu g (9 . illg o tel 503 226 6950 fax 503 273 9192 I- F- www.dowa-ibigroup.com www.ibigroup.com ILI U) ELI ›- tx .73 ›- ci) co wLu _, Liu 1 -- z w ca < u..1 < rt co 2 1-- z (1 I = ii- w a = = w 0 o o o u) C4 F- o 00 0 u) NO c74-1-C. ii 1-- TYPE MATERIAL FINISH 8 TYPE MATERIAL FINISH ,Tr 1 REMARKS HEAD JAMB SILL NO LI -±- I-- TYPE MATERIAL FINISH 8 TYPE MATERIAL FINISH c.r) 1 REMARKS HEAD JAMB SILL 100A 6'-O" X 7'-0" 1 3/4" 6 Aluminum MFR. IT-1 f Aluminum MFR. 01 Bollards 5/A9,32 4/A9.32 - 1336 3`-0" T-0" 1 3/4" 6 Aluminum MFR. 1T-1 c Aluminum MFR. 11 Bollards 4/A9.32 6/A8.40 - Entrance Entrance SIM, 100B 6-0" X T-0" 1 3/4" 6 Aluminum MFR. IT-1 f Aluminum MFR. 02 Bollards 4/A9.32 4/A9.32 - 27/A8.40 Entrance SIM 101A 6'-O" X 7'-0" 1 3/4" 10 Aluminum MFR. T-1 f Aluminum MFR. 03 4/A9.32 4/A9.32 - 134A 2'-8" 7'-0" 1 3/4" 1 Solid Core MFR. b Hollow Metal PAINT 18 Entrance Wood 1016 6'-O" X T-0" 1 3/4" 10 Aluminum MFR. T-1 f Aluminum MFR. 03 4/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 101C 17'-0" 10'-0" 7 Coiling Grille MFR. k MFR. 04 Emergency Response 16/A9.32 20/A9.32, - opening 24/A9.32 135B 3'-0" 7'-0" 2" 9 Solid Core MFR. MFR. t Hollow Metal PAINT 20 Acoustic Door 17/A9.30 16/A9.30 - 102A 14'-0" 10'-0" 7 Coiling Grille MFR. k MFR. 04. Emergency Response 16/A9.32 19/A9.32, - Wood • 24/A9.32 136A 4'-O" 6'-8" 1 3/4" 2 Hollow Metal PAINT a Hollow Metal PAINT 21 180 deg swing, Verify 7/A9.30 6/A9.30 - 1026 14'-0" 10'-0" 7 Coiling Grille MFR. k MFR. 04 16/A9.32 19/A9.32 - dimensions to match existing a) • opening -0 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 Wood 8/A9.31 5/A9.30, 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 - 0 7/A9.31 existing opening E 104A 3'-O" 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 138A 6'-O" X 7'-O" 1 3/4" 2 Hollow Metal PAINT u Hollow Metal PAINT 23 180 deg swing 17/A9.30 16/A9.30 - a) Wood 8/A9.31 5/A9.30, 139A 3'-0" 7-0" 1 3/4" 5 Solid Core MFR. T-1 h Hollow Metal PAINT 12 17/A9.30, 5/A9.30, 4/A9.31 IX 7/A9.31 Wood 10/A9.31 16/A9.30, i = 105A 3'-0" 7'-O" 1 3/4" 5 Solid Core MFR. T-1 j Hollow Metal PAINT 05 5/A9.30, 3/A9.30, 4/A9.31 I I 9/A9.31 Wood 8/A9.31 5/A9.30, 140A 3'-O" 7-0" 1 3/4" 1 Solid Core MFR. a Hollow Metal PAINT 24 2/A9.30 1/A9.30 - 0 7/A9.31 Wood I ......• ' 1• 06A 31-0" 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 141A 3'-O" T-0" 1 3/4" 1 Solid Core MFR. - t Hollow Metal PAINT 25 17/A9.30 16/A9.30 - -0 Wood 8/A9.31 5/A9.30, Wood alp 7/A9.31 142A 3'-O" 7'-O" 1 3/4" 1 Solid Core MFR. t Hollow Metal PAINT 25 17/A9.30 16/A9.30 - < 0 107A 3'-O" 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 ..... ...= Wood 8/A9.31 5/A9.30, 143A 3'-O" 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 LI 7/A9.31 Entrance match existing opening SIM SIM 108A 3'-O" 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 1436 7'-0" 10'-0" 7 Coiling Grille MFR. k MFR. 04 16/A9.32 24/A9.32 - 0 ur) ...0 Wood 8/A9.31 5/A9.30, SIM ) = 7/A9.31 143C 7'-0" 101-0" 7 Coiling Grille MFR. k MFR. 04 Emergency Response 16/A9.32 19/A9.32, - Cl)b. 0.) 109A 3'-O" 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 24/A9.32 Wood 8/A9.31 5/A9.30, 144A 3`-0" 6'-8" 1 3/4" 1 Solid Core MFR. (Existing) PAINT 22 Verify dimensions to match 7/A9.30 6/A9.30 - a•C co 7/A9.31 Wood existing opening CT) M " c\i •...• i--- 1096 7'-O" 5'-5" (Relite) T-1 p Hollow Metal PAINT Verify dimensions to match 18/A9.31 17/A9.31 16/A9.31 145A 3`-0" 7'-0" 1 3/4" 1 Solid Core MFR. t Hollow Metal PAINT 12 17/A9.30 16/A9.30 - = = 0) existing opening I Wood 109C 7'-0" 51-5" (Relite) T-1 p Hollow Metal PAINT Verify dimensions to match 18/A9.31 17/A9.31 16/A9.31 146A 3'-0" 6'-8" 1 3/4" 1 Solid Core MFR. (Existing) PAINT 26 Verify dimensions to match 7/A9.30 6/A9.30 - C Ct3 6 :4= existing opening Wood existing openingco cr) P: .., . as 109D 7'-0" 51-5" (Relite) T-1 p Hollow Metal PAINT Verify dimensions to match 18/A9.31 17/A9.31 16/A9.31 147A 3'-0" 7'-0" 1 3/4" (Existing) PAINT I (Existing) PAINT 37 Verify dimensions - - - . ork Iv- .0 existing opening 1476 18'-0" 9'-0" 1 3/4" - (Existing) - -PAINT (Existing) PAINT - 04 Verify dimensions . .= F-- 110A 6'-0" X 71-0" 1 3/4" 6 Aluminum MFR. IT-1 f Aluminum MFR. 02 Bollards 5/A9.32 18/A8.40 - 148A 3'-0" 7'-0" 1 3/4" 1 Solid Core MFR. t Hollow Metal PAINT 25 17/A9.30 16/A9.30 - 1..• Entrance S SIM -Wood 1• 11A 3'-O" 7'-0" 1 3/4" 5 Solid Core MFR. T-1 a Hollow Metal PAINT 06 2/A9.30 1/A9.30 - - 149A 3'-0" 7'-0" 1 3/4" 1 Solid Core MFR. (Existing) PAINT 25 Verify dimensions to match 7/A9.30 6/A9.30 - c.) (1) -(75 ,,..... Lo - Wood -Wood I existing opening 0) 1:3 -A"..:c 8 1116 3'-0" 7'-0" 1 3/4" 5 Solid Core MFR. T-1 a Hollow Metal PAINT 06 2/A9.30 1/A9.30 - 150A 6'-0" X 7'-0" 1 3/4" 6 Aluminum MFR. IT-1 f Aluminum MFR. 02 Bollards 4/A9.32 4/A9.32 - 75 .. co .,zir ..q. Wood i •MIMI (j) EL r...... 1..,_!.. Entrance - I -i-a •-., 0, 0) 112A 3'-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 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 - milea (f) 5 (C) CD Wood 5/A9.30, 5/A9.30, Entrance co 3/A9.31 2/A9.31 CD c) c) c) 151A 31-0" 71-0" 1 3/4" 5 Solid Core MFR. T-1 a Hollow Metal PAINT 08 2/A9.30 1/A9.30 Li", LO ' 1• 13A 31-0" T-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 c\cD1 ........" ........- Wood ' 5/A9.30 5/A9.30, 3/A9.31 2/A9.31 152A 14'-6" 9'-0" 7 Coiling Grille IMFR. k MFR. 04 16/A9.32 19/A9.32 - 114A 6'-11" 9'-11" (Frame • q Hollow Metal PAINT Verify dimensions to match 20/A9.31 14/A9.31, - 153A I 3'-0" 7'-0" 1 3/4" 5 Solid Core MFR. T-1 a Hollow Metal PAINT 08 .2/A9.30 1/A9.30 Only) existing opening 19/A9.31Wood 7`-2" 9'-0" (Frameless T-2 v Frameless MFR. 8/A9.32 7/A9.32 6/A9.32 114B 6'-11" 9'-11" (Frame q Hollow Metal PAINT Verify dimensions to match 20/A9.31 14/A9.31 - 153B R Only) existing opening elite) 114C 6'-11" 9'-11" (Frame q Hollow Metal PAINT Verify dimensions to match 20/A9.31 14/A9.31 - 154A 3'-O" 7'-0" 1 3/4" 5 Solid Core MFR. T-1 a Hollow Metal PAINT 12 4/A9.30 I 3/A9.30 - ; d • Only) existing opening Woo 154B 6'-0" X T-0" 1 3/4" 5 Solid Core MFR. T-1 d Hollow Metal PAINT 27 180 deg swing 4/A9.30 3/A9.30 - - 114D 6-11" 9'-11" (Frame q Hollow Metal PAINT Verify dimensions to match 20/A9.31 14/A9.31 - W Only) existing opening iood • 115A . 3'-6" 7'-0" 1 3/4" 5 Solid Core MFR. T-1 a Hollow Metal PAINT 07 2/A9.30 1/A9.30 - 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 - Wood \-t1) ilko. Wood 1156 4'-0" 4'-0" (Relite) T-1 m Hollow Metal PAINT 3/A9.31 2/A9.31 1/A9.31 1556 14'-0" 9'-0" (Frameless T-2 w Frameless MFR. I 8/A9.32 7/A9.32 6/A9.32 Q.t 1933 r't NORMAN R. DULL ra 116A 31-0" 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 i 1 Wood 5/A9.30, 5/A9.30, 155C 6'-0" 41-2" (Relite) T-1 n Hollow Metal PAINT 8/A9.31 7/A9.31 6/A9.31 . . 1 IA '-----P: --::: 3/A9.31 2/A9.31 156A 3'-0" 7'-0" 1 3/4" 5 Solid Core MFR. - T-1 a I Hollow Metal :PAINT 13 2/A9.30 1/A9.30 - 1/A9.31 4). PORTLAND, OREGON . 117A 3'-O" 7'-0" 1 3/4" 5 Solid Core MFR. T-1 g Hollow Metal PAINT 08 2/A9.30, 1/A9.30, 4/A9.31 Wood <h». Wood 5/A9.30, 5/A9.30, S 1566 7'-2" 9'-0" (Frameless T-2 v Frameless MFR. 8/A9.32 7/A9.32 6/A9.32 '' OF Cis" 3/A9.31 2/A9,31 S Relite) 118A 31-0" 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 157A 31-0" T-0" 1 3/4" 5 Solid Core MFR. T-1 a -Hollow Metal - PAINT 12 2/A9.30 1/A9.30 - Wood 13/A9.31 8/A9.30, Wood - 12/A9.31 1576 3'-O" 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 - 1186 10'-0" 12'-6" 1 3/4" 8 Sectional MFR. IT-2 I MFR. 04 59/A8.41 6/A8.41, - Wood Overhead 7/A8.41 158A 3'-0" 7'-O" 1 3/4" 5 Solid Core MFR. I T-1 g Hollow Metal PAINT - 12 180 deg swing 4/A9.30, 3/A9.30, 4/A9.31 Door S Wood 8/A9.31 5/A9.30, 118C 14'-0" 5'-4" (Relite) T-1 r Hollow Metal PAINT 13/A9.31 12/A9.31 11/A9.31 I 7/A9.31 119A 6-0" X T-0" 1 3/4" 2 Hollow Metal PAINT u Hollow Metal PAINT 09 180 deg swing 17/A9.30 16/A9.30 - 1586 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 - 120A 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 Wood Wood 13/A9.31 8/A9.30, 159A 3'-0" T-0" 1 3/4" 5 Solid Core MFR. T-1 a . Hollow Metal PAINT 29 2/A9.30 1/A9.30 - 12/A9.31 Wood I 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 159B 3'-O" 7'.-0" 1 3/4" 5 Solid Core MFR. T-1 a Hollow Metal PAINT 29 2/A9.30 1/A9.30 - ,,*','4':C:,::: Wood 13/A9.31 8/A9.30, Wood I-77 12/A9.31 159C 18'-6" 4'-2" (Relite) T-1 s Hollow Metal PAINT 3/A9.31 2/A9.31 1/A9.31 - '.,,,, :..,, -... '' . 122A 3'-0" 7'-0" 1 3/4" 5 Solid Core MFR. T-1 Wood j . Hollow Metal PAINT 05 5/A9.30, 5/A9.30, 4/A9.31 13/A9.31 8/A9.30, 160A 6-0" X 7'-0" 1 3/4" 6 Aluminum MFR. IT-1 Entrance f Aluminum MFR. 02 Bollards 4/A9.32 18/A8.40 - SIM . 41c-D. 12/A9.31 1606 15'-4" 10r-0" 7 Coiling Grille MFR. k MFR. 04 16/A9.32 19/A9.32, - 7.--- . = _c) 123A 6-0" X 7'-0" 1 3/4" 6 Aluminum MFR. 1T-1 f Aluminum MFR. 10 4/A9.32 18/A8.40 - S 24/A9.32 k e y p I a n Entrance SIM SIM > co 124A 3'-0" 7'-0" 1 3/4" 5 Solid Core MFR. T-1 j Hollow Metal PAINT 05 5 2/A9.30, 1/A9.30, 4/A9.31 161A 3'-6" 7'-0" 1 3/4" (Existing) PAINT (Existing) PAINT 28 Verify dimensions - - - '-'--16, -'-:,,,.....---,......,•'-- - -. ,'--7---2. .=.-=.,; -.-,;i ',7::7-..';--.7::71,:,• T;-,,7,---- II? Wood 5/A9.30, 5/A9.30, 163A 6'-0" X 6'-8" 1 3/4" (Existing) PAINT (Existing) PAINT 30 Verify dimensions - - - phase Building Addition & .1; S 3/A9.31 2/A9.31 1636 6'-O" X 6'-8" 1 3/4" (Existing) PAINT (Existing) PAINT 34 Verify dimensions - - - - Remodel Package 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 164A 3'-0" 6'-8" 1 3/4" (Existing) PAINT (Existing) PAINT 36 Verify dimensions - - - Lu Wood5/A9.30, 5/A9.30, 0 3/A9.31 2/A9.31 165A 4'-O" 6'-8" 1 3/4" (Existing) PAINT (Existing) PAINT 31 Verify dimensions • date February 21, 2013 col 166A 6-0" X 71-0" 1 3/4" 4 Hollow Metal PAINT T-1 d Hollow Metal PAINT 32 Bollards 13/A8.41 12/A8.41 11/A8.41 = 126A 6-11" 9'-11" (Frame q Hollow Metal PAINT 15/A9.31 14/A9.31 - O Only) 1666 6'-O" 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 revisions *--- 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 - ' 1• 27A 6'-0" X T-0" 1 3/4" 6 Aluminum MFR. 1T-1 f Aluminum MFR. 02 Bollards 5/A9,32 6/A8.40 - tr) Z5 Entrance SIM 166D 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 128A 3'-O" 71-0" 1 3/4" -5 Solid Core MFR. T-1 a Hollow Metal PAINT 12 2/A9.30 1/A9.30 - 166E 6-0" X 71-0" 1 3/4" 4 Hollow Metal PAINT T-1 d Hollow Metal PAINT 32 Bollards 13/A8.41 12/A8.41 11/A8.41 Wood . 166F 3'-O" 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 = = S 129A 3'-O" T-0" 1 3/4" 5 Solid Core MFR. T-1 a Hollow Metal PAINT 13 2/A9.30 1/A9.30 - 168A 3'-O" 7'-O" 1 3/4" 2 Hollow Metal PAINT b Hollow Metal PAINT 08 9/A9.30 8/A9.30 -4---.. Wood 169A 6'-0" X 7'-0" 1 3/4" 2 Hollow Metal PAINT d Hollow Metal PAINT 23 2/A9.30 1/A9.30 - -r--- 130A 3'-0" 7'-0" 1 3/4" 5 Solid Core MFR. T-1 a Hollow Metal PAINT 13 2/A9.30 1/A9.30 - -c 170A 3l-0" 71-0" 1 3/4" 2 Hollow Metal PAINT b Hollow Metal PAINT 24 9/A9.30 8/A9.30 Wood 171A 3'-O" 7'-0" 1 3/4" 2 Hollow Metal PAINT a Hollow Metal PAINT 22 180 deg swing 19/A9.30 18/A9.30 -7.0 131A 3'-0" 7'-0" 1 3/4" 5 Solid Core MFR. T-1 a Hollow Metal PAINT 14 2/A9.30 1/A9.30 - 172A 3'-0" 7'-0" 1 3/4" 2 Hollow Metal PAINT b Hollow Metal PAINT 90 35 9/A9.30 8/A9.30 u) Wood project# 111015 Cl) 173A 3I-0" T-.0" 1 3/4" 2 Hollow Metal PAINT b Hollow Metal PAINT 24 9/A9.30 8/A9.30 - (1) 1316 3'-0" 7-0" 1 3/4" 6 Aluminum MFR. IT-1 c Aluminum MFR. 11 Bollards 7/A8.40 6/A8.40 - DOOR SCHEDULE Entrance SIM SIM " 174A 3`-0" 7'-0" 1 3/4" 2 - Hollow Metal PAINT b Hollow Metal PAINT 08 9/A9.30 8/A9.30 - (1-7) 132A 6'-O" x 7'-0" 2" 9 Solid Core MFR. MFR. d Hollow Metal PAINT 15 Acoustic Door 12/A9.32 11/A9.32 - 175A 3'-O" 7'-O" 1 3/4" 2 Hollow Metal PAINT b Hollow Metal PAINT 90 37 S 9/A9.30 8/A9.30 - Wood 1756 6'-0" 4'-2" (Relite) T-1 m Hollow Metal PAINT S 3/A9.31 2/A9.31 1/A9.31 co -.NI--1-5 133A 31-0" T-0" 1 3/4" 5 Solid Core MFR. T-1 a Hollow Metal PAINT 16 2/A9.30 1/A9.30 - 176A 3'-O" 7'-0" 1 3/4" 2 Hollow Metal PAINT a Hollow Metal PAINT 22 180 deg swing 19/A9.30 18/A9.30 - .44. -,---- ,..-,--------. „A N-:.(1) 21-1, i c\J 'CT Wood 178A 2'-6" 7'-0" 1 3/4" (Existing) PAINT (Existing) PAINT 38 Verify dimensions - - - Oi ca.. 14S. (1-01) c;.1 -2 Cr)< . 0 '-':.--j- 4 TS ._,5 . 55555 -C-S1C5 , • . -----'..----'' '''---"----"-•t 4;714v-elk;1--.--=-------'-':---'''---- e;--.--• --=.-------- • II , / IBT 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 ,-,„•,,, ---,--.„.„;!„,t,,--..,, ,:-,..--;-,---,---t',---,-2,---,--e.---,,---,.. ,--,- .‘-',-14-,: ::,----,'''-:--,,.f- • imemi CD 0 E w ce I = • 0 III Min II MIMI . 73 .... 0 < 0 . ...c C . 0 ....) 0 cr) %Fir 0) °cc ..= .— _ 01) = 1 •— r---- - • = = C3) Ct C . 0 W1:446m1° 75 Cn '- CCI 1"-\ " - SCHEDULED SIZE 1"--N SCHEDULED SIZE jr1" 4•010.1... '1. 0) SCHEDULED ri SCHED. (-1 SCHEDULED SIZE U1) SCHEDULED SIZE SCHEDULED SIZE 1 r ox .. 2"-, ,-2" 4, - s DOOR SIZE -bOOR SIZE' 41,-2" .11.111111 EQ EQ it, EQ . EQ ,..... 1,... ji EQ EQ EQ ir. EQ I. EQ EQ 2".41, 1 EQ • EQ EQ . EQ e EQ C) --x, I .., -. .,. , I I I I LI) 0 = (75 LL1 .• 7. N x"-- LC) .., •••-- II* CT) (1) -.C3 '`) ' ' .i. . 11.1 Ili IV a mow= cizs .vi... ' LIJ ELI W D ET) la wawa Cf) a_ I-a- N- N N N 0 CO .4. 10 ---_ 0) 0) • CT) CT) CO LIJ 0 0 0 dr i w ‘11.0 Cr) (0 co 0 1 al w 0 u j 0 w w co , D CO n) 0 0 D 0 J CT) 0 : —41 W a) CD CD CD Lii Lu 0 rz 0 cr u) ", i C) LO LC) (0 W 0 I.L 0 Ni •••......•••••• -•••••-•••, 0 0 I 0 I 0 U) U) CO u) c.) 0 0 0 u) HM AND HSS FRAME HM AND HSS FRAME FRAMED OPENING W v u t s r q FRAME TYPES ,.Ths,< 'G°II 4/ _ 4_ e6 • . SCALE: 1/4"=1l--0" .. ../11 ......7 1933 NORMAN R. DULL C-D, -\- -,'"---3 ...r) PORTLAND, OREGON -, y•-• 0 SCHEDULED SIZESCHEDULED _ SCHEDULED '1?))., SIZE s SIZE s OF O'c' _40 W —; ri N >- ET) '1'::? 1- I 2"-- 2"-40 *64 ;-.7 fir r-C.1 CI uj I W ,...•. ,• .-i D --41 0 a 0 Lu Lii u.1 C:)tt 0 uj iNi U-1 N 2 0 D ill D 11.1 T 0 D CT) CO C) N 0 r's1 0 0 0 W5 W(75 U) 0W °W 0W 0W 0W0 0 0W0W 1-1-I UJ W N • W N LU NI U-I N W w H u.., W N --• I I i 0 I- -I -.I 0 - 0 0 D 0 DUD D 7) )CI) D(/) D 0 DO) D C7) D 0 CO Z? U) el CO on0 ct 0 x 0 cc O() 0 cc On C:1 cc 0 cC Is_ ic•- N LU 0 W 0 W 0 UJ 0 W 0 LU 0 W0 111 0 0 10 I 0 10 0 c, 10 0 0 I 0 0 a 10 0 O 10 0 0 10 0 O 0 a ww wwu) 0) 1"0 w kr kr, . LT_ F.F. . ,, ., , SECTIONAL OVERHEAD DOOR [ COILING GRILLE 1 '&--1" STOREFRONT 1 STORE , f.---. ' Z'TYP. a' -1" jI---2" 2"TYP. t-2"TYP -2"TYP 1 .--.2 TYP FRONT 2"TYP Et--Z'TYP lk--2"TYP' , „„ .. ,, -:::, ;, .,,',',,,,,":,,-*--,,,=: SCHEDULED SCHEDULED [ &-10" I SCHED. 2.-0" SCHED. . 1 2'-0" SCHED. SCHEDULED SCHEDULED SCHEDULED SCHED. 1. SCHED. .1, SCHED. , , - / --4,- , , fy ';'-',,s,::, :-,„,f,,,,,,-:,:--„, -,:' c;-, ,,.:_;,,,,,,--. DOOR SIZE DOOR SIZE DOOR SIZE' DOOR SIZE- OOR SIZE DOOR SIZE ' DOOR SIZE DOOR SIZE DOOR SIZ DOOR SIZE DOOR SIZE" P n m I k i .1 h g f . e d c b a :-. ....„ ,_,.,...,-,-..-„,,,,., .,:.,...„,..,,,,,,,.„:: .,_,,,,,,,,-: ,,,,,,,-.,,,,,,,,,,,..]--; . ,--„,,,,,,:-„,:, ,,.„..•:,-.„.-:„., -.. ;:„.....„,..,., , -.4-.. = SD FRAME TYPES key plan 5 • SCALE: 1/4"= 11-0" ---'-:-----=-- --- .-'•-•'''''.'4. '2.--,'--,''''','"--'----'''''- -'--.''''-t--, ?''',''-'--,--",-,''-'; 1-"'-' CO , -i—.1 _i phase Building Addition & g ,... SEE , Remodel Package SCHEDULE ' Z 1.1.1 • A • 0 date February 21, 2013 , I SEE SEE - SEE „ SEE ,. SEE , SEE SEE , _______ . U") / \ SCHEDULESCHEDULESCHEDULE ' SCHEDULE ''SCHEDULE SCHEDULE -SCHEDULE`• 1 T revisions 0000000 .. ___ . (...) 7 \ I LO I \ . — _ Ik . :. I. 2'-0" .p....,' 4"--i.r . .--- / \ _ , ...._ 6 , , _, ,/ / ZO, . .... ..6 —44 / / / = R-\---- D , , . W CZ 1 D Z:1) D - _1 .4:?.. W -J -I --r-1 I - \ „ 0 /. 0 /' ZY) 0 D / / D / u) , C•1- D -r_ 0 , CD W W 0 C) 0 /= o, W i i • .1 • 0 / w W/ / / U / \ _ ... - / I 1 I O , I . U) \ u) \ • u) \ 0 \ (Co) \ 0 \ (..) (1) ' \ : s w w , w w 7:3 - , ,. „ \ co \ u) \ w wI(-1/-1) \ w \ W W CO I I•4 s U) , u) project# 11015 / \ _ \ \ \ , ,\ L'c'l \ \ \ \ F.F. DOOR AND FRAME TYPES Ati, fai-- - \ , Lo - SECTIONAL COILING GRILLE METAL DOOR -r- OVERHEAD DOOR T— .. Q_N-- co .. __ ..„....1/4, .. i- c....) . 1----c1) 8 7 4 3 2 1 ... i 4. ,,,, , , .i. _,...- A* ' - C`q 0 61 1 0 5, 9 ._, . ..- ,, iiIV I -+, (-.yi ca. # w -- -.-- U Cr)< tE; DOOR TYPES • SCALE: 1/4.=1-0" __ , -, _---,7" - -- i,",:h .-;fr NO . , ". "" i , , / IBI 30'-2 1/4" 18'-0" s / 6.-4 - 6 4 ., / 9' 4 s ... . .:_, GROUP 1 5'-1 1/8" 5'-0" 5'-0" 5'-O" 5'-0" _ 5'-11/8"" 4'-O" 5'-0" 5'-0" 4'-O" 4' / /' / / r r' s 2" SEE DOOR �, 4. 8,. s 10-1 12 12 7 17 SCHEDULE 7 A8.41 l A8.40 A8.40 A8.40 A8.40 A8.4p �. Dull Olson Weekes - IBI Group Architects, Inc. I / 10 is 0 fli _ 4' I / / / a/ / / ■ / / I / / A8.10 iv / / �'' A8.40l / 907 SW Stark Street Portland OR 97205 USA • 1 /\ - /\ /\ /\ N u tel 503 226 6950 fax 503 273 9192 ' I c, w - w w www.dowa-ibigroup.com www.ibigroup.com A8.10 f j \ / �j \ CO c? / I% \ li \ ao - J -' 27 -' / \ / \ / \ / \ o w o w o A8.40 w o - e Lc?M // /% ,n o 0 °a A8.41 T 6 i � w 18 w w `o A8.40 cn A8.40 to coi . 8 8 0 ei A-8:4(3- •(V-2} V•1 0 A8:4fl 6'-4" ' 1. 3'-2" 3'-2" CD 4 0 A8.40 • E // // Tcu ne 0A8.40, ..■n 0 k'' 0 9.-8" ■�� b 6.-4". 15'-8" 9'-5" 9'-8" ' 3 - / s 1'-10" SEE DOOR 1' 10" 3'-2" 3.-2" �,1'-3" 6' 0" 1' 2" 6' 0" 1'4 4 -3" I,1'-10" 5'-9" 1'-10" 1'-10" 6'-0" 1'-10" SCHEDULE 0 A8.41 8 r © 24 i-24 24 �� Q A8.41 A8.40 A8.40 A8.40 A8.40 4-5 1/2" /�0 w= . i2g O V Lk 7 / / / Q \ \ \ G7 O / / / E? A8.40 A8 40 ♦ ., • o 9 ~ 23 _ 21 21 -w' A8.40 11111111: / co A8.40 / / ti i. 29MEE MM. Nom b M 9 N 9 o A8.40 A8.40 0 A8.40 Q A8.40 A8.40 w o co = N • '�M T T - T T T _.....1.. A8.40 � / b 1 // I // A8.40 / / / o \ \ \ o / / / ©P2 0 / / 3 ■� �' 1 I / / / 22 \ \ \ 22 / I I / / iQ (--11 o A8.40 N 8 • 16 A8.40 rE-3--N\ A8.40 23 o v 8 w II 111111 A8.40 `�' A8.40 CZw� A8.40 i; A o A8.40 twn rVjji F.F. - - - .� ■-- -� 0-2x. {ID-1 ® e ...= 0 ate.; 4a65o a r 4a r-- co IV MI IIIMMIUM cri .51. 1., -4 °- G) O) • 4'-2" ., 4, 4'-0" s .� Cf) CO CO co c) M M A8.41 CCa 25 .-1. A8.40 `N' v. // M CV 5 ♦ o MI= CV z 9A8.41Joi '9 / A8.40 v ;:t- / co CV i . ., • 26 A8.41 7'-0" 7'-O" A8.40 / 5'-2 1/2" s 14`-2" 14' 8" �, 13'-8" s � +'D Ake, 1 4'-0" 6'-2" 4'-0" 3'-8 1/2" 3'-7 1/2" 3'-7 1/2" 3'-8 1/2" 1 3'-5 1/2" 3'-4 1/2" , 3'-4 1/2" 3'-5 1/2" �, T-0" ., / 3'-0"' / 4'-0" sArk ,� l / r / / / 4 � , A8.41 / 4 s ,4C'7 f� 25 12 . 10 .., 20 1933 C� A$.40 NORMAN R. 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ROOF ASSEMBLY,RUN „, '---1:;' �` ' I INSIDE OF CURB WITH •— c d- mi.. / ,11 1 SCREW WITH r� �+- MEMBRANE UP SIDE OF CURB ° -- NEOPRENE WASHER ROUND HEAD SCREWS ■ V) a_ 1` t.` ■' //V S', %-"=_"N /,'s',. 6x6 P.T. ■ ' ROOF MEMBRANE ADHERED TO(E)WALL AT 12”Q.C. .-1F0 07 CO 0) / =' AT 24' O.C. i .� . \.,, � "; " `�. 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' '`� RIGID INSULATION 11■/•///, //' /•/ % /•;•('/,•//!,J ■■ // �� a I 114 ■■■■�■11■ 1111■■■■1■1L. { ■■■11�■�■ ■■■■■■■1111!`• RIGID INSULATION ��■■11��1�111■�1f■■� ■11111 1111■■ 11■■■■■r�■■11■■■11■11■■■■11■11■�■1■11�■■■■■ :Ili �_O 11111 I /` 1111■■®111111■■■■■1111■■11■1111■■■1■■■■■■■■.11■■i- ■11■■■a■■111■■■■■■r ■11111 ■■■T■■■■■11■■■■■■■■1111■■■11/- 1010■ ■■■■r1■■111111■■■1111■1111■■■■■■■■■11■■■■■!.11■►' ■ ■■■■Yii1111■ ■■■■■■■■■■■■■■■■■■■■■■■:/;i. ,,. ■111■ 111111■■111111111111■■■■ �� 11Eiiii :2111111 lin= i� 11■■ ROOF DECK - �,�IIIM ■■■■111111■■■11■■■�— STRUCTURE,SEE r,p _ 11■■■■■■I��IC■■■■■ll11iir STRUCTURAL DWGS `�T �j i x , / \ / ' ,, (\ i \ ; i Brill 11111111111■■JI�1�� ■■1.11111■ _ �� s�� '(//,,,.) -/ ' - .' -' - ■■11■91.111111... 1010.■11.■■11■11■11■UUUR 111 1010 AIN -_ C UUU■�U■1.R�UU■i►_ l ' ■1■■i l■■■1111■■■■■11111111■111111■111■11111111■■■11■■■1■■►' 1111■■ ■11■■■999111/.%1■�■11■■' ; C' 1111■1111■1111■11■■■111111■■11■11■■■1111■■1111■■11■■■11■■■11/ ■■■■�i1111■■■9t.t.■■■■ 111■1111 1/ \ / 1933 )(/\ - 111■■9191■111■■■uamu■■•a•ua•u••e191■■u91■■1■■■ - — -�- (� ;'. 1 �/ ►_; NORMAN R. DULL C! PIPE/CONDUIT COVER j; o SCALE: 3"= 1'-0" 1 tff PORILANI, OR G.N �0 -,/---- 2x F.T. NAILER _ • 1� OF O�� ROOF HATCH CURB Q ,� WALL FLASHING 0 FLASHING DETAIL ,� MECHANICAL CURB SCALE: 3"= 1 0 �+ SCALE: 3"= 1 0' SCALE: 3"= 1'-0" SCALE: 3"= 1' 0" + _ - ~ PREMANUFACTURED 2x F.T. NAILER - ;z` COPING FELT ADHERED ROOF .-\. ,moi 2x F.T. NAILER PREMANUFACTURED • ttt ='= <u / MEMBRANE UP AND /' COPING 1 OVER PARAPET .,,,/ r ,�� / 5/8" EXT. SHEATHING �'r'' -' �' ( k j rc ., '' 1;7/4',/ / 2/ -/- -'/ '/ -/ /"/K>//1 ■611 MEIN- 6"METAL STUD =__° PREMANUFACTURED �.., �iCJ--_� ""� .. WRB,LAP OVER :. azi,r. PARAPET WALL 1' E 1 =�- �„ __ 11 FLASHING a>, COPING at EXTERIOR GYPSUM ----17--` 1' - `{-=� ADHERED ROOF ' l 11 91� SHEATHING t;" l ADHERED ROOF ' . I.- �'-=\' MEMBRANE UP AND MP-1 999911 •', .5.15..i.! t-'= MEMBRANE UP AND / ` (E) � Mir; _ -` _ 1_= OVER PARAPET _ CONT, CLEAT ATTACHED TOSTONE CAP. WEATHER-RESISTIVE v OVER PARAPET //' ►.-s ' �_ NIL:`NM , BARRIER `` (,::: , ' S/8"EXT. SHEATHING - PREFINISHED SHEET METAL COPING : .- 11 l�, t: 5/8"EXT. SHEATHING ��--••~'�' -1: [ Eit �� r 6"'METAL STUD �' 1 ° ` �- - ROOF MEMBRANE UP AND OVER . SSA6' METAL STUD sz.z-z, I,-,. %mit METAL PANEL 1°'n PARAPET WALL CK } r 'i iii 41;I :.,-; PARAPET WALL PARAPET,ADHERED TO(E)STONE .,, _,,, ,, „ ,, ".. ,i.„,.,.. „._"...,,,_„ „,_ zaz ROOF MEMBRANE --t EXTERIOR GYPSUM x 1 io cl i CAP i- MECHANICALLY "`� f • SHEATHING ' / �/ }, I _ EXTERIOR GYPSUM `� 99911 ATTACHED TO ROOF '`� \ // "•'� SHEATHING ' DECK PER MNFR'S t . WEATHER RESISTIVE �. �': ' I BARRIER // _ DEMOLISH(E)FLASHING AND BASE J PRE FINISHED -a_, 11911 filREQUIREMENTS 1;; - �'. _•,_,,, WEATHER RESISTIVE • �,, 1 - '- <J SHEET ON PARAPET AND CANT. SHEET METAL 919!1 • _ 1 a'> - BARRIER ----- PT WOOD 11 / 1 FLASHING AND �� t > METAL PANEL ` \ �_ / j�� _i___( COUNTERFLASHING k e y p I a n -5555 BLOCKING f/ �` FULL HEAD WEEP i PT WOOD BLOCKING,ATTACH TO > t . � ` �. BRICK.IF(E)CANT IS PLYWOOD, ( 1;- "_` ROOF MEMBRANE / / - ' Z'FURRING / II ' �I '' COVER BOARD .____t;; _< MECHANICALLY �' :� i CONTRACTOR'S OPTION TO ATTACH ( TERMINATION BAR -1 = �> ATTACHED TO ROOF / _ BRICK VENEER(BV 1) / i o TO(E)PLYWOOD), phase Building Addition & - All„, I R. DECK PER MNFR'S ROOF MEMBRANE / PT WOOD R = - / / / (E)CANTTO REMAIN- ORIGINAL Remodel Package /// .;, • 's MECHANICALLY / ■_ BLOCKING t _ REQUIREMENTS / �;_ / I '•• DRAWINGS SHOW LIGHTWEIGHT --�= t /' �_'� ATTACHED TO ROOF /' / I":Y DECK PER MNFR'S �. ! �■ z 1 -\ 19CONCRETE, HOWEVER IT MAY BEW i l!i%!:iX!' i//i//: /!'i/!'%�` _ PT WOOD €.� / iU - / / t -/ / REQUIREMENTS / �, PLYWgOD. =� COVER BOARD date February 21, 2013 _ t .>z BLOCKING // __ ;' / i / ?'<1/‘,.:,'-':;''''',.';'=_.-1,' ■:>` II PT WOOD /" i/' ; //; i /U) di' -, -'" j 1';•'. o. / - ■i ROOF MEMBRANEt- s< � =`� BLOCKING /' / ' / COVER BOARD MECHANICALLY ■1_ r--' =5 COVER BOARD ' Ei / - _ '+ V ! / % ' k SE URED TO CONCRETE DECK AND I, ''. ■i MECHANICALLYrevisions t •U ta`.� u - ,; CO ER BOARD / // / /. C z. 7 �- `• " i ' CANT. _ ■MjATTACHED TO ROOF t• „ /'. ! —t; // /`,// / // i ��1DECK PER MNFR'S - - \e...._ - 1='\ a t f' ///� / /; j ROOF MEMBRANE ADHERED TO �H REQUIREMENTS 1 1 / - / , / -.- a ///' f / i i /E COVER BOARD. 11■91 t t�- 11■11 1111■■■ 1111 / / ROOF MEMBRANE .....r..... •\ / ' - _ (� 1,:• , ■1111■1�11I' - 1111■111 ■ 1._ /t.; �IIIC �11111111C.-- .9 ........... ( � t tat ,>, X1111■■11111111 ► / �/ ■11■■11 ■ /," / ATTACHED TO DECK PER / 1 12 t,. �..a��... / �9, 11■■11111111■1111■1■■ Ci 9 ■11■■111■111111■11►t ■�■11■■■1111■■� _ _ 1111■■■■■11■■■■■11■1 / /,y 11111■■■1111, • //; / / MNFR'S REQUIREMENTS. 1 ■111■■■■■■11■11■11► t .; 9111 _ 1111■■111111■■■11■■■■■t ■■■■■■■■1■■■� Ii.: >.'-,-'5 l MIUMONU U! / / // .111 1111■■11■■■■■■■■■■■1 % j'' /:/ :T. :1 - - _ m �cg�q / r-_ 1111■1111■11■■■11■11■■■1 /E 1■■■■■■■1r {) -.' ;, tr., - - - _...= .�====.�=C: (E)INSULATION AND BUR 11■■■111111■[ ,„ 1 , I / • // P - i ROOF SYSTEM. REMOVE - -, - -_ - 1111111111111•1111111111111111•1., ■ • l _ ■ j' / / _ r / i GRAVEL. — �-� /7t# 11015 RIGID INSULATION w/ � , / �� „ , / / ,/ - ///�/';// -ii</i�� '�� `' project VERTICAL I I� I • r., 'Z'CHANEL, PROVIDE A MIN. t'" �� 11 -- /� - v'� k -- f 1- -' /" , ROOF DETAILS 5 " 3/8"'GAP BETWEEN - VAPOR RETARDER % / ■ - • VAPOR RETARDER r Lo t I� ��• a (E)CONCRETE DECK II, `"c5 t INSULATION AND METAL t „ ` ,y F '._ Qom-- ` t SIDING. t=10;10 /// - '; : . • II, VAPOR RETARDER -. I ' !; ( .',:-,1-------------- RIGID INSULATION w/VERTICAL • //// / ;'. ;, . , " �J j Z'CHANEL,PROVIDE AMIN, ` --t ' "' �.� .� �' ..� I` 3/8"GAP BETWEEN I-A �INSULATION AND METAL SIDING J,// /1 �; . \i/\ ____J\(,::.:; - ®cr)< V . PARAPET PARAPET PARAPET (E) PARAPET ' WALL FLASHING 0 i....\-.1.0 Q SCALE: 3"= 1-0" SCALE: 3"= 1'-0" �` SCALE: 3 = 1.-0" SCALE: _ 3'= 1 0 SCALE: 3"= 1'-0" } N! cv 0 =---...1 :',1,;,._!:-:_ ;:-'..::-T_,:__-: 1 `a' - . . , . .,,._,,,-.7,-,4,7--..,..-,Iiiimiksimmaiiiiiiiiimammidaviiiiii446,,,,Iiiiimmimmievi,---,..-dd- -•••.- •_-:-.----1, :r------A.,;••--:-:--',.iva' • ' • • . .:, *. , t ---vier- 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 . . . -,..--:,-,....4-,,__,-•„:„.„-,i4,-.,,:-,...'-.._,.-,,•,, :..:',,,..-..-:.,.-„_;.:,,, r„-,,, __,-_,LA'-...--_-_ „,•:...'_,,:--.,•, . . . . . • ' . • . . . _ • . . 111M11111 MO 0. . . * E • a) • • PREMANUFACTURED SKYLIGHT BY OTHERS , • . , • CONTINUOUS BED OF , - . . , 10, 7 PAINTED CMU WALL. C . . -- PREFINISHED SEALANT 0 METAL COPING SEALANT • I SLOPE SKYLIGHT CURB PER MANUFACTURERS C -----.1 . . . ., ._ '} : - -.., --- 4 - . .. .: „ _ SHEET MTL REGLET FLASHING,SET '1.MIS III MINIM . I REQUIREMENT • • • - ,v ,, . z,,. /\ ,,,!.,',/,<////!,'/-i/.';1/i!'// s/,..// //z/ _ . 4.„- / ' ' - INTO CMU WALL. ..0 . ..,-, ....;_,_ ‘,.. ., ,2 .4. . . .,-• ,-- 9, •9 -_4 .4• MO 0 \‘‘ • . : • .._ STAINLESS STEEL \-1/-.4 ., , , •- •-• - * . -' -•- - / •-•.---- EXTEND TPO -.I • ' / SCREW WITH OVER PARAPET " -- . SHEET MTL COUNTER FLASHING ,•-/-.„. -,-,- •: , 4.,.• • ;,.-• - ' •<••>. NEOPRENE WASHER . ., . ,• , , . •. - • - • „ . _ s s *//7 < 0 . • AT 24"0.C. V-- ..t .... . _,._ . .-= --4, - -, : ,_ TERMINATION BAR fon.. ...0 • FULLY SOLDERED STAINLESS \\., -'- . . -; -,.; ; _-_ „2..• z.--... ... ,-.: .. _: • 0 C) :.:. 11..:1 4fl , , , , , v I , STEEL FLASHING W/HEMMED -4 :A • '1..\ ' A , A 1 EDGE AND 1/2"TURN-UP COVER BOARD , - - „ TPO ROOFING 0 :',-, [ -- 11 \ - -i-• .- • .- f'• - '4- :` - • ""- -- `' . - :•t":. ill= (/) I,: •11 ...•-•' NE EXTERIOR SHEATHING 44 -......,,, s C..) .....0 -, EN 1 •- . - _. . ...A: RIGID INSULATION ,.•,- •/.,!-- (E) PRECAST PARAPET CAP CO ,•. - ,,, C3) , • _i: • •--,- ..-,_ , 'T.., • TPO ROOFING ASSEMBLY ,. . '' ._ . , _. - a.04 = Cr) ., •-‘' 1• .,. _ T.O.PRPT-AUDITORIUM 1_!1-E)_,_ • al METAL FRAMED SKYLIGHT - • CURB,ATTACH TO(E)CONC. -` • ' • 19'41 3/4" 01) = CNI CNI • ..'.; .':', W/(2)3/16"SCREWS @ 16" .. . • .. :.- : ,-. 4,-- -,-- "4:'. ••_. .•",-, • ."- -:,•-•-: .:/-fi'-_ • .. . , „..... . ' •MEI N•• n' 0.C.,\All 1"EMBEDMENT \‘‘ , , 1 - • , 4 - - • = = 0) ,,-.- II •.z-.A• P/-- • t- '' ;--, II „ ,„ - , . ...."-41 ": *2 '4"‘• -.• • .' 4"•",,'• -.: ' • • • ' -• .- ,4:','• CO 6 .-.. I. ,..`.1‹,: -:---'i;••-,:f7•',--?:.-,',7,,7,:-;:-,Fs:,_:,?..--f•-_,F,, :...--:.•,-.7.....-7:--,:-,-r:,,,,_:::-. :,'",,,!_--‘7•4,-,4•22y.,::',.-... -.. -2 ,- - 1 , -,-/ :7-- .::::::': '''':----A;-:: :" -* '-'•'-'..r;4--- 1.4' .:•.-'',; -- •\\\ /17- BOARD -‘..- - • -• •"'•; --..•?-"-.. ‘ .!'4',"•-- " - - - 17- • :. = a. ''• - IN - .‘• ,'- : .•....--., ',-. • ; _A_ . .- ' • -- 1- ' . ..4, •• . , ., ,--., • , , . ., •i , " -"' ,1 .•,. \ CONTINUOUS --0 . ' CUT EDGE SEALANT .\ ., ,.. , „ ,. - /7///// - •.• 4.- . ._ „ - - . . / • . - - „ _ v - / z \ ° 7' "' . ' . ,4-.' • ' ''4;- : , -" - _ 4 ..' ,.d -`•••• / /- CLIP •MIMI Cf) CD FIBER BOARD . - --, • • - - ..• . ./ a-.... -- .. - :•- . , „4 .-- -' - • ' - -. 4 -.- "' - / Nena • ;1'7 M ' .,.. • iw. . ... , ' •, - • . , ' ' ' N -- • ' '.- a . , .. •• - Son= .CD) • -,'-: NE (E)INSULATION AND BUR, . TPO ROOF Ch • ,r,/,''..cs://'/,',•-,••.,•xc/ ' '---'s- „-, -,,.7-sa•*.H • . :', ',•. NM , i /,'/ //, ///;,) r-',- ,. -.-, .. • - - .. -,,, ... _,,.- ..,,,, -C I- -, ,// „ REMOVE AROUND DECK ,-.,./..,..,-;•.;,,,,t,•:•.:..,...,..-,,, •INIIIIII ' ':-'-I ;.‘,4: •111 ... ----,,-.,- ,: \ , SM. 0 '.167 } /0 ,i z/./. 21/ i;/ Or/i//,/ // / OPENING FOR NEW IIIIIIMIIIUIMIIIIIIIMIIIIII „_ ..-, --- ' '4'4", , ''., - ",•,• .. ,.• •7-- i - .' - . ./ BLOCKING wommunnummum---- ' - •-•, •••••-- , •, --, c a -;•41 --.-4•4,A '''' '"- ' , • A: • ';'. -;• .Al - 4 1 -4 •,./5, 4-•!•-!--4-• unnumumumnui• , _, aummummuumuse 4: :-- "' - ' • ,• •••- .-,-- •,"a , - .. ' " RIGID 1.- .- .4--• •. I ------ ---'•-•-•-1.--'74.----•-4-'':! (E)CONCRETE DECK,SEE IIIIIIIEMIIIIIIMIIIIIMMMMIII INSULATION 0 u) _ .. T - . -.-I - --- ' ., , - - .- 4 ' -' ' - . . '7".>STRUCTURAL FOR 111111111111011111111111111111•1111101 k. .,-. • - • , - •-. -- .-4, -, . • :i - - • NINIIIIIIIEIIIIIOIMIIIIIM • . -:• "-- °.'" • :-• ••-;.• .- '44-:.• '',,, -• , . -,_ " • - _., • ''.::/ :'" i,://K -',. ',:''/ `• '',.V, -.': ';'/.; ,,, . 2 1/4" - •: -." - ..- f - • . - , , ,. ., - REQUIREMENTS FOR 1111111111111111■11110•0111111 -, -- ,- •• -_ i --. .‘: 1 s• „:".. .- ". - '1A.-'• ' : CD -0 -- .1-1,.... ca ............• , 1 - ,4• , ' ' . . - • •.' • - ' ' - , CUTTING NEW OPENINGS ..dge ,. „.. , . . 1---- Is-- • . , ________ -- . 1 I • - .. " - ' -,... "- ' j-.. .4:- -', , -: _ :.•_ i ..-- - ; " ' 2, .-- /- ROOF DECK PARAPET DTL 6 . , , 'Nth' coa) cocr) , U) ii SHIM AS REQ'D SCALE: 3"=l'-0" (n (J) E. c....,03. ISEALANT .• s,/'''.' i'.', ,„,;. ,4: - - :-' ' ' 'S -°. 9 -' '-' -- • INTERIOR CD CD a) lc) a) J-MOLD,TYP ' ' ' GYPSUM CJ -...._., •........... I , -- • •,/,‘--. - . - • - - - I SHEATHING .,' ani - •- , '-- ' ' ' - .-. •- 't •., . , . - : - - --------------- (E)LONG SPAN JOIST --' 1111111•1111 - - /" -- ''',5 • ::,- -• .. : - • - •4- •• }- WHERE OCCURS -% 1111111111111111 -•,:, ... ,,..,..,',-1,• • ;4 . „': ,-." , '; -•-.• -., ..' - • . '': 101111111111 j. - , •- --. _•A" •`,‘A •' i .4„. 4-•, i.,; -/ I :' ENNEMI ' • • •• - - „, , , ,- - • • . •i„ -, . . - -.. ..-2, • -•' - - .-. , - .•, - -; , •-_• IIIIMMOr - . - . A---41 - 1- - -, • '-. - - •.' -'.. RIGID 5 I cf-) •-1- NUIINE -, 4 •,:.- ' 2.* A -4:' ••• a.' .! ' - ';- MIMI - . - ; •" - ,-' - •" " 's .24 •-.- / INSULATION m • 11111111111111111 , • . 6" L*1., cDt , '..'* •110n•1••m1•0•111•o. .-•: -• :;- ,,,,,,.,,,.,„,. : t,-i, ,,,,,, i,-•,-,,n• t,•„,4 ,- •:sz., .„-' b 0 imum , ,, , - ; amor16 '. nima • • •' • • :t - .-:-,-pr - AA •A * „ : - „ ., - "- ' - -'- -' -4: .- . - i - --* -.. MOM. • - --4 : 4 - • 7 . . 0 FLASHING DETAIL 8 PARAPET DTL SCALE: 3"= 1`-0" C SCALE: 3"= 1'-0" <S,$ 1933 r-r4 • NORMAN R. DULL C"). • ® › - , •r- - PORTLA D, OREGO jc.. ,,,... :,17, fib • . ® . T.O.PRPT-AUDITORIUM . . 19'-11 3/4"$."-- OF 00 • \ ® 1 T.O.PRPTGYM T.O.PRPT-AUDITO4 RIUM - • .• -. • .. .. ss :•,,,s • s,.. ', •,. . PREFINISHED COPING C . - dikk 19'-113/4" • -._ --...;... . .- . . • • -....____________ 30'-0"\-1Ir LAP TPO OVER PARAPET \ • r-------Th PRE FINISHED METAL dab - • ,. . , (E)PRECAST WALL CAP COPING T.O.PRPT MAIN 4-s- - - * „ 1 . 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I I III I -I I I I I I I I I DS CL CL CL N- cn �, REFLECTED CEILING co WALL SECTION - ALT 3 PLAN A8.32 ROOF PLAN A832 FLOOR PLAN A8 • 32 N,,, S SCALE: 1/2" = 1'-0" S SCALE: 1/8"= 1'-0" S SCALE: 1/8"= 1'-0" 0 S SCALE: 118'= 1' O" ill r CI N (N U 318" MIN. i I I -_)k/' �- MP 1 (ib� w I TYPICAL HEAD AT ��W CONSTRUCTION } I RIGID INSULATION �� 3 _ a ° • 4a R �� Z' FURRING = + r//// _ _ BV-1 • /. • • _° 17/// _ ` ' i a, HEAD AT STONE TRIMCa1 �� r `'• '.T I WRB 4;• _5'• '1�. a � i' / i WRB OVER MEMBRANE ! r / _ e (E) BRICK& / d GR4U� ORIGINAL BUILDING.• • FLASHING OVER PRF �) w.. '♦4 il\V N BATT IN LATI N 1 • III i /' BV 1 / _� II' r4fa ``.. �a • PRECAST / 'r • 1 _:, , / i. I °_ .�' r°'.' _, .' AL�QMEMBRANE FLASHING °° FLASHING .,: �'- (E) CMU■■i■ INSULATION / I• ■■■r - i `` i:'' 4 TDull Olson Weekes - IBI Group(E) BRICK VENEER ■■■ I ° ' • &WALL_ 1 PRECAST , �; a.- II • a ' 'd PRECAST COCRETE (E) ANGLE d• / :a,e WINDOW HEAD R •° 9 / l �1� I HEAD • ° l 4. •° ; / .::- a: WRB OVER • • °- _ ■■It ° • •a. �/ PRE FINISHED METAL ` i - i■ PREFINSHED ■i HEAD /: . . / -,' . °. .. -_ --•• . _ •J/ /;/ M / METAL FLASHING �It : FLASHING - ` , •, 6, a AI I . HEAD FLASHING �' T 4 '' " d (E) PRECAST 907 SW Stark Street Portland OR 97205 USA e ■i - * y _ • •d • •' :- . • :::::: 0UND tel 503 226 6950m■■ ii , 4, _ www.dowa-ibi COU corn- - - - M■■ { �p � STRURAL a LEDGER ANGLE � aLE g P• 9 P• • d _ PREFINNISHED _ I 111101111111111111 I J /y //-j �. ° • --1-.-----__, , ` a ~ �� METAL HEAD I fJT77�7r',/ // / - - - f I 1 �'�. [ �I /i ii iiif iI .� .- • ( I BACKER ROD �L FLASHING ) �I - - - - 1�C�I J �' J i �w (E)STEEL PLATE TO r m I REMAIN �, = �� = I VAPOR BARRIER __ - ALUMINUM I� w ALUM ' ALUMINUM �' - STOREFRONT IIII ALUMINUM STOREFRONTSTOREFRONT STOREFRONTALUMINUM / ---1----------- STOREFRONT A r PRECAST CONCRETE JAMB / \ /t V 1 3 1/2" 1 s HEAD DTL HEAD DTL s HEAD DTL • HEAD DTL s HEAD DTL HEAD DTL 0 SCALE. 3" •- 1 -0 SCALE: 3" = 1 -0 24 SCALE: 3" = 1 -0 Z� SCALE. 3"- 1 -0 SCALE: 3"= 1-0" O SCALE: 3"= 1-0" 0 1\1 aIII TYPICAL JAMB AT NEW • CONSTRUCTION P LAM SILL j NMI ,. .SEALANT -I- I BV-1 /' V (E) BRICK VENEER •• - • ; _ • I / WRB BUILDING -� I •� 1////4.,.. A6 14 - 41/1 -‹ BRICK I Ij' / JAMB AT STONE TRIM & SILL +:,r; I - FELT LAP MEMBRANE _ /♦ : YIVENEERi, _ ALUMINUM / RI FLASHING OVER WRB / °/: a - (E) CMU WALL �:, a: d ORIGINAL BUILDING Q BV-1 STOREFRONT • (E} CMU WALL _ k" -.�--- *: 717,:::'-::1:4:4-,-14.4 A- s (E) BRICK ;� (_ CMU +� PREFINISHED 5 ba• a < d (E} BRICK VENEER . a��J• �_ L BATT INSULATION 1 - , ' •/• �_ ` I s� - ,�,,_ SILL FLASHING . • CD MIIIIII SEALANT C !-) �� - < • E WALL Ce/ & BACKER - � �f�, PRECAST a ' - t• i s ;e: ° / 9 . -. , -r �, •A•• OF; 1- N RETE ILL a �' , , r'nsIll ( )iROD / �+' COC S - / - _ - •C) e ' ,,' :. ../- :/ �. PRECAST CONCRETE_ V.- • %. 1.i• :" JAMB/ - .r—+w�.��r—rr� rr - • _ - a: . . _ MEMBRANE ......, ' +•_, _ ■ •+ .d ° : • - - ,.•._�,, • OVER HEAD . i1 • a (E} PRECAST WINDOW • a. , I .� DOOR :;,.°::. ....• = . FLASHING a ° ■I 1:- Q 9 ,'.. : SURROUND0e - V / . :_�'� _ ..�—r116 • - _ qO - 'O• f . - -- .. _ '-a /•/ .— i umuni mrmr ire °' I Q TK ° ■� eLr 13 i 7i■ __ VAPOR BARRIER / ' • , ,• , .,. - ■ _° '� ( { �� ALUMINUM STOREFRONT �.. a - • J f - MEMBRANE FLASHING 'C{ �__� l -r 13 0 MEMBRANE ° - il_t"'-' : - t I SEALANT&SACKER ROD a :• FLASHING OVER / , BV 9 _ ; WRB "..,n._ I //' - ALUMINUM / /; 4. 4 - 1 ALUMINUM STOREFRONT' : HNT 2F� co / IA :.„: -. --� i VAPOR ° �� %/ / O i\il [;-: L - . BARRIER :// • y = LINE OF PRECAST SILL -- � q. RIGID BELOWV N J INSULATION 3112" 6 CO CD • ' - .._• PLYWOOD BACKING _ SILL DTL ray `f ,,,, PRE-FINSHED SILL DTL JAMB DTL JAMB DTL JAMB DTL = CO 'cn CV S SCALE: 3"= 1' 0" �� _ _- METAL SIDING S SCALE: 3" = 1' 0" SCALE: 3"= 1'-0" S ■ , MATCH SCALE: 3" = 1' 0" - SCALE: 3"= 1' 0" I� ■ MP-1 COLOR Z '■■i HSS SEE ALUMINUMC13 OC `� STRUCTURAL 318" MIN TYPICAL SILL AT NEW STOREFRONT 1=.M.• :* ;.•,• BATT CONSTRUCTION Cr) If INSULATION TYPICAL HEAD AT PREFINISHED SHEET }i vVO _ GYPSUM NEW CONSTRUCTION I METAL PAN '�� :`�-�«-.�- �� SHEATHING 1 ' FLASHING WITH ALUMINUM . , -� ■■ip„, I HEMMED EDGES MP-1 /MP-2 I STOREFRONT 3 112" F • '� ~ _Si - SEALANT&BACKER EiI ' I AND SEALED JOINTS I % / SEALANT SILL AT STONE TRIM Lt. ROD i i� _ I I ORIGINAL BUILDING �` 0 ci.., ■■i I_ ATTACHMENT I I i __1= •_ II ANGLE I PREFINISHED METAL f-+ .':;1: PAN FLASHING WITH V 0 ALUMINUM II ': MEMBRANE FLASHING I ALUMINUM STOREFRONT ��qy�� T LO STOREFRONT h' . `- OVER WRB IF SILL TRIM I 1 W HEMMED EDGED AND �3 Av _.... ALUM. STOREFRONT IW'= I SEALED JOINTS ALUMINUM1:10;3 ~ VAPOR BARRIER 4 I __ ATTACHMENT ANGLE - ATTACHMENT ANGLE Cr) �1 ■■i -TF IF - . v, ■ .. . . . .. Y ,�; J � I E FLOOR FINISH PREFINISHED • SHEET ■■i PRE FINISHED METAL G �. I �_ 3 - 'moi / — �I 4r■0 r� CQ CO PLAN ■ -� �/ METAL PAN FLASHING V J DTL ■ : _ JAMB FLASHING a. ?t , ' WITH HEMMED EDGES M i. ° 2 112"x 2 112"X !14" ' 111 �� - STEEL SUPPORT - ' ' �� _ .... AND SEALED JOINTS CD O O • LO LC) - IN ° , + I; ANGLE �j` �� .' _ SCALE. 3" = 1' 0" d l coo/ •. a. 2x4 HSS, PAINTED P 1 I -- ((�jj . . _ / s. a d ; `'°_ • a: (E)CONCRETE SILL CON +j .+.� \01 IIIIIIP • • f - e `�� - SEALANT aw.-- /- -. - : '. ' -y •d' 1111.- ,_ I • MEMBRANE FLASHING _a • d,a •a °d .0 .< a,-•__. , d ... a', } 1� 4 �s, a ` - - • • - •i:',, al d. aq • f • .�` (E) CAST STONE SILL ` ! �. •"(' ; _ --- PRECAST SILL :•. ._.•° a _ . . • ..4 ,, a. • V -�--[� WRBa° ' P' n . CONCRETE 0 _ I FOOTING& - / • ! SLAB " .r;e ,a / ) C ALUMINUM STOREFRONT ALUMINUM / _ ` I `: VAPOR BARRIER j • • �� s/e -• i\i MEMBRANE FLASHING I STOREFRONT ) [ - � rim PRE FINISHED • ) ( '• ..----"---- --- .1 METAL FLASHING • • MULLION DTL F..- - - - - _ -; s JAMB DTL 18 • SILL DTL SILL DTL SILL DTL 4,-01) ,44)c);<,. SCALE: 3' = 1'-0" C 1 ■■ SCALE: 3" - 1'-0" SCALE 3" = 1' 0" 0 SCALE: 3"= 1'4:1" S SCALE: 3" = 1'-0" 0 LY i■ VAPOR BARRIER ~" 1933 �!O — 1 i■ BATT INSULATION NORMAN R. DULL A I * _04 . l�i� -"", RIGID INSULATION ,--21-7... 11■■■ .. I ■� ': PLY WOOD BACKING 3/8" MIN. TYPICAL HEAD AT HEAD AT STONE TRIM P RTLAND, ORE O i _ I j j I - i NEW CONSTRUCTION AT OVERHEAD DOOR ■■ TYPICAL HEAD AT _ ORIGINAL BUILDING fO //� I- :� PRE FINISHED METAL '�`'� I ° BV-1 ■i SIDING MATCH MP-I COLOR I I I MP-2 ; '- •� _ 7 ■■ I NEW CONSTRUCTION i �� -•ti r' - , Ki , .- . ,. �" (l • l i EXTERIOR GYPSUM I I I - �•, r V 1: 7;• .- .: ./ / ., `- ■ SHEATHING I 4 • �F .. j ,. r-- I004.. I MP 1 it I WRB '' (E)CMU WALL '' , ti �_ HSS SEE STRUCTURAL I I • ' .,L•_,,-.....‘-• ',;•:.:'....:•-:- ;1:%.:.•:1 ° a � - PRECAST I�` WRB OVER MEMBRANE p r ' e � ;; / E BRICK VENEER • • __ a WINDOW JAMB 1 __. GYPSUM SHEATHING FLASHING II ( ) }• - - _11 I ..-. WRB OVERCONFIRM SOLID GROUTED CMU 4 I ► PROTECTIVE MEBRANE i.f I: VAPOR BARRIER °• „• �-o , < . HEAD FLASHING L - - - - - -• I r i r I s' OVER HEAD FLASHING , ° d--::-:•-••'-'-; = - J / °- •- .' . e;d ,�, . ..+ —I ` i I i- :y CUT BRICK VENEER °.� CMU SEE - ` - I • ','::.:':',7-''..''..'-' ,-;-•-:::%:-' , • , Cam SEALANT&BACKER ROD I I l1 &CMU FOR NEW OPENING ° STRUCTURAL I I - it PRE PAINTED METAL •a, =�, _ ,'l A d GYPSUM SHEATHING .. t _ LINE OF E STEEL Fe if_j/k/f-/ -�_ I i HEAD FLASHING ;‘:',:::•1 ( ) `_ _ 4. BRICK RETURN @ I z — I '!v ' PRE PAINTED METAL FLASHING % . r, ' r' _ , 11 his a1 ALUMINUM STOREFRONT PRE FINISHED METAL I4 �' CHANNEL JAMB f NO PRECAST -' ' , v.' '• GUT INTO GROUT . r, BEYOND M RIGID INSULATION ' - '.a HEAD FLASHING • JAMB FLASHING :: p`/ f A. �� r;' SEALANT ,' : . / i , PRE FINISHED METAL I f i i I JAMB FLASHING 4 1� ( Vii ii ii•it i927/.:7,1 i �r��/1 ALUMINUM fF—I i F - )�� i HSS SEE STRUCTURAL % "� "�' STOREFRONT i - ;. -4.- L� (� C El . .. .. .... II - (E) STEEL PLATE It �` (�',` `j �� VAPOR BARRIER _ - C - DEMO DOWN TURNED PRECAST -, LEDGER SEE STRUCTURAL ANGLE ('' CONCRETE SILL PLAN DTL " v ��----V I� ALUMINUM STOREFRONT ALUMINUM STOREFRONT S SCALE: 3"= 1'-0" �� • ALUMINUM A ALUMINUM STOREFRONT \ /\ � Q'l_ f\/ STOREFRONT ' I �/ - 1/2" i 3 118" s HEAD DTL key pian __cmc, JAMB DTL __ • HEAD DTL �1 17 � SCALE 3" = 1' El2 s HEAD DTL s HEAD DTL 0 SCALE: 3" = 1'-0" 28 SCALE: 3 = 1 -0 SCALE: 3"= 1'-0" 0 SCALE: 3 = 1' D' CD i� phase BuildingAddition & JI -' ' �_ ALUMINUM J� ( ALUMINUM FRAMED TYPICAL SILL AT NEW Ci-lCD • :,-.".2; -.:;::,'...- -".''':,";..f.. '"..'":,_-?.-- :'.- ',•_•!_-rr * TYPICAL SILL AT NEW STOREFRONT HSS SEE STRUCTURAL .....-1- z :T - - _-7_ - - - - STOREFRONT CONSTRUCTION CONSTRUCTION • Remodel Package z / GYPSUM SHEATHING I • ~- SEALANT AND PREFINISHED SHEET W BACKER ROD METAL PAN JAMB FLASHINGF date February21 , 2013 UI :` �� sol FLASHING WITH r v//,/ �'- J� JAMB AT OVERHEAD DOORCMU -: HEMMED EDGES ALUMINUM ORIGINAL BUILDING ' STOREFRONT a _• / AND SEALED JOINTS / (E)CMU WALL ' - \\./- _; - revisions 2 0 \ BATT INSULATION I A ► VAPOR BARRIER 1 PREFINISHED SHEET / a _- Q. =; ' U �— « ATTACHMENT METAL PAN /// ^° ' ►' E BRICK VENEER I / - ° VAPOR BARRIER `,— FLASHING WITH / O RIGID INSULATION J _ f-; - ANGLE - ltnr- HEMMED EDGES ,,,/, ° © _ • 'a CONFIRM SOLID GROUTED CMU I • `' 4 AND SEALED JOINTS , (E) BRICK WEATHER RESISTIVE _ r •�`` r-- BARRIER , � � PRE FINISHED METAL �� SILL TRIM CUT BRICK VENEER I gal -� ' �II'ML ATTACHMENT , • iiz SIDING. BACK wI � r � r' ANGLE - 'a &CMU FOR NEW OPENING I a °•` ° • e ALUMINUM - I A ►i I aJ� O / ;�_•:••;•‘ -..•.:.7..,,,:_ _ STOREFRONT PLYWOOD FROM SILL _ ! `' - a _ - I = t i««1 TO TOP OF STOREFRONT ► 11�� \y - yl `1`� 1t `I a I _ G 1 •- , . PRE PAINTED METAL FLASHING I r° - ' - �� . ;r • (E)WALL -0 s` � • I �, FRAME GG --- - - 1 r 0SILL TRIM ` :� CUT INTO GROUT I ` a • 'FIA { - -- HSS SEE STRUCTURAL I ,` / VAPOR BARRIER °'' 1 - ,. '° :. �- 411 I MEMBRANE A.. /////y I O _ r I MEMBRANE FLASHING �;, WRt3 4 . ` a FLASHING r- ----------64 4 �� SEALANT 1 'U a /:/f., SII • '�1 (2�n .- ;, =sf ( I JAMB TOLR ANN EL d.,' • _ �� 1 t r HSS SEE STRUCTURAL I 1 - / -I - F 1 � RIGID INSULATION ��';K` GYPSUM A I 1/ • �1 project# 1011\011T5 cnti ill I '?r I• = -iv SHEATHING �' - -�--• PREPAINTED - 1 I I ALUMINUM - /.., __� ,. - _ _ !:: SHEATHING GYPSUM I MP 1 , I--:': METAL PANEL I I STOREFRONT STOREFRONT DETAILS \ EXTERIOR 1.0 < - _ _ = I ■ �� FLASHING SEALANT AND BACKER ROD I A — - 01 I r I SEALANT ID :.:.:,' :. :K: I VAPOR BARRIER A Q�. b y- BACKER ROD irrrr _ I BATT t: LUMINUM STOREFRONT �/ O7� PRE FINISHED trl 1 1 H 1 r n � -TrnffTrmifflTjI.� ._ : SULATION WRBfMETALFLASHING ` ; I- RIGID •- 3 112" n- •'I. Ale SELF ADHERED i (�l+fiW7iir�i!iQ '"`:;:,.;;)! r,=`:.a1y"„ ,�`jjih�J1 ;,,,,.".- - Iisrl'I \ I INSULATION - I - MP 2 •✓ s SOLA ON _p • •. r A MEMBRANE �. r i -a: ' :/ .,„ ■� , A8 • 40 �Q !r BRICK VENEER I 00 - • PLAN DETAIL s PLAN DTL ir • SILL DTL •16 • SILL DTL JAMB DTL 6 s JAMB DTL tV Q SCALE: 3 - 1 -0 29 SCALE: 3"= 1-0" \....i SCALE: 3 = 1 -0K., SCALE: 3 = 1 0 SCALE: 3" - 1 -0 0 SCALE: 3"= 1-0" s11U 0 • ' SILL PAN FLASHING: -� 1, PROVIDE SEALED END DAMS • - •` * ' MEMBRANE �.► , _ ._ ` _. FIND HED SHEET METALNG AT PRE t 0' l IBI GROUP ♦ -� DO NOT ATTACH BOTTOM EDGE OF _ ( ` 1 �'�,'� WEATHER RESISTANT BARRIER AT " l - 11 2. PROVIDE SOLDERED END DAMS 1 HEAD , _ '( AT STAINLESS STEEL •411triallir I Dull Olson Weekes IBI Group '�'•AN # '' ~ r r r Architects, Inc. P . ' 414 ♦ INSTALL JAMB FLASHING, OVERLAP SILL PANFLASHINGANDMEMBRANE. • FLASHING •0 USE 3" DIA. CUTTING % WEATHER RESISTANT BARRIER, :_.. „4,,, , r,„,.. , , ~ � 907 SW Stark Street Portland OR 97205 USA TEMPLATE ON SAM / APPLY PER MANUFACTURER'Stel 503 226 6950 fax 503 273 9192 RECOMMENDATIONS FOLD MEMBRANE FLASHING OVER NPAT4i-. FRAMING AT SILL AND TURN UP JAMBS 6" CO: : ::::::M 19 ` 1/ JAMB ApLNHTW - INSTALL SILL PAN FLASHING WITH LAP MEMBRANE FLASHING OVER WEATHER -N. �1' WELDEp END DAMS, MAINTAIN • `♦� RESISTANT BARRIER AND EXTEND 6"PAST POSITIVE SLOPE TO EXTERIOR 4111 CUT OUT CIRCLE PATCH ♦. - - -,-",...„..::f2 :` JAMBS . .4100 -.440%,„ --2 * . :-'-'''''S'•-4-..".:.,:'.' • . . . _ .., _ . -' 02'../ . •"---... 41,11 • 011411111billii'llP 0 0 • 0 4 LIFT UNFASTENED BOTTOM EDGE LIFT UNFASTENED BOTTOM EDGE OF LIFT UNFASTENED BOTTOM EDGE OF - �`♦ WEATHER RESISTANT BARRIER LAP OF WEATHER RESISTANT BARRIER t` WEATHER RESISTANT BARRIER TO WEATHER RESISTANT BARRIER TO ~♦ PROTECTIVE MEMBRANE AND Air / eLRIENMEROVARBEALrE TO ALLOW PROTECTIVE MEMBRANE 1 �♦ ALLOW PROTECTIVE MEMBRANE TO `♦ • ALLOW FLASHING TO BE LAPPED i , •• to, ATTACH BOTTOM EDGE PER • TO BE LAPPED 441111',. .::::;,„-,, BE LAPPED $ PROJECT MANUAL r% * r INk ':.:7- 1‘:1•1:.:1,,::':,::-#1. , --‘11‘ 14/A8 10 PATCH SEE piAGRAM "`■ =i j :: IN5TALL MEMBRANE FLASHING AT HEAD «' SHEET METAL HEAD FLASHING " ', _ __'y ' MEMBRANE FLASHING-EXTEND 2" W 4. FRAMING,TURN INTO OPENING AND LAP � BEYOND EDGE OF FLASHING. 0 PLACE CIRCLE @IP 1-;.27,_;:_-',-,.-2.,,,,,. r, PROTECTIVE MEMBRANE AT JAMB �/'' PROTECTIVE MEMBRANE TO LAP tid • �...s'CENTER OF CORNER � � I . . ,-�-- �«►.- �� "�� . j` . FLASHING Q 44 t s E 0 y INSTALL MEMBRANE FLASHING AT JAMBS, �*- • 1 � W 4..,:'; ,/ OVERLAP WEATHER RESISTANT BARRIER. / FORM PATCH T4ettli'''' TURN PROTECTIVE MEMBRANE INTO TOCORNER '•J, µ. OPENING AND OVERLAP SILL PAN FLASHING CONFORM �,, END DAMS 4, NOTE: 411111.14111;fr. , 401' y EACH DETAIL COMPONENT IS lho , , ,_ _ „ ,_ . ., „_s s :..;,..,.:;,:: :.:,_,:::: ,:_-‘,_i:,: : , 40,_ . DIAGRAMMATICAL AND DOES NOT '0 O REFLECT ACTUAL SIZE 6 ROLL SAM FOR 1 ADHESION i ' - 10,4114, 15 ernea '44D 410 ' 4k11%I 1 �' ''�.�►� , f-\ 4..►1.' , Q co �, SELF ADHERED MEMBRANE CIRCLE PATCH CORNERS .ki0 ,. SCALE: 1/2 = 1'-0” �� /\/ " � \ V.////,-/(1; ,<d (E)CMU WALL . • SELF-ADHERED MEMBRANE SEQUENCING04 = N . _ (E)BRICK VENEER e cv SCALE: 3"= 1'-0" ■ ./// (E)FLASHING (E)3/8"PLATE • • CO et 1/ l 7-r -/////177,,,,/ (E)CHANNEL GYPSUMWRB NI IIIIIII 0 ( -"� EXT CU "Cis 11 SHEATHING - ■� f� t BATT INSULATION. '' Plibik''4141111110111.1 I • `�"� •�� +� i/ „ „ „ . Nom svisC 1-7: /,. // FURRING • i GYSPUM I := ■ /� - ' Mall■■r `' 110. SHEATHING ALIGN ;: I EL. . A.. _-- _4 /\/ - - - • ■■■■■ti VAPOR BARRIER _ Ir a•` .SC 0■M■MMR' VAPOR BARRIER d : �< ■MM■MI1 . GYPSUM WALL BOARD r;t - _` - ' - _ • , -'- ' , SEALANT _ MU a, :,,,, - e_ �„■�MEMBRANE FLASHING • ■■M11■W ' • ' - - ■■MM■II " ■■MM■ PRE CAST CONCRETE WALL CD -65■M■■MR ,> <_ d 8. �MM�Y RIGID INSULATION r ■■1111■- • ;= d r--d GYPSUM WALL BOARD LO��4 r � PREFINISH METAL - a' " ■■1111Mt1 ',: 4 - ■■■■�U • SEM ■�� .„_FLASHING,MATCH -•-��- • - • ,� ' ■■■■C' ' RIGID INSULATION _ • • ■■■■■■I1.': F,; VAPOR BARRIER ■■MMI o-= - a<_•'- W (.,,�/ r-- Cq - '` ■■.1116•': _ - _ ' ■M■MMM l_,. RIGID INSULATION HEAD STOREFRONT FINISH • d a- • .• a; $ Cl) 3 d- b- ALUM.STOREFRONT • _ • - UMW , a d :,a, . . ■■1111M■t� - d v,/ Cl._ ice- t'^+ MIMR TILT CONCRETE Mair :::,..` ■—TILT CONCRETE ■■■■■ 4 iI■■■MM11 ■ " GYPSUM SHEATHING' *: uHF ,. d d a - °:��.�j�,' METAL FURRING , MEMBRANE FLASHING 1 M!M■■ • ' ' "F� C37 cn •`- ' ,-. •' „- • • HEAD FISHEI METAL q ;- . VAPOR BARRIER• �. _ h - " a - milia CO CSS dQ ; , . MEAD FLASHNG SEALANT& BACKER ROD I.! ( ��■�� • d Cr)v"� CO .-� c�a '' ® pari �'' / ■■11■Ma■ ° tr PRE FINISHED SILL FLASHING cc--.) M - _ - - - = SEALANT& BACKER ROD - - - -4; - JMM■■■■ CK HOLLOW METAL FRAME _ - _ '� _ ---4--- � BED}N SEALANT CD � � ii e •4 - - Li AY N E WALL R CMU AL GROUT LID PAINT �j o so se -•-,,,:. ,•_-!:•'-: .,:-,:.,;%• U - - / _ - - - _•�. �' \� `�.'..�-� , ., (HPC-X} '� /.\/ `t" i (E) BRICK VENEER HOLLOW METAL FRAME- . RAME r " GROUT SOLID PAINT ` Q< SEALANT&BACKER ROD - (E)GROUT / / ;, /•" --- + a --... (HPC-X) , ,�. - ,A . \ . ' , , ;'//I/�/{'fe/ /I .- (E)CHANNEL -� SCHEDULED DOOR / '` , �� 1/4,-/:, • = SCHEDULED DOOR _ - " •• _:;, 4 _^ • • //�/ OVERHEAD DOOR ALUMINUM STOREFRONT 1 A I • FURRING \/\ (E)BRICK&CMU V / 7y4 d. -`+ , . ' 4, ;: WALL i■ '— MEMBRANE FLASHING j/ _ PREFINISH METAL ' ` �, ,-'4,-• � .<� •� '•� . �� 4- FLASHING, MATCH Hell DOOR HEAD HM DOOR JAMB ,'!!� - OVERHEAD DOOR JAMB HEAD DTL 0--'t`: : ',<4'--• <. .,"'a FAR AS POSSIBLE SCALE: 3"= 1'-0" SCALE: 3"=1'-0" U, ALUM.STOREFRONT .� ` . ./ BEFORE RUNNING N �.� / ( •-/ • . •_ : '/ HORIZONTALLY, )935 C� PREFINISH METAL j - /` - - - ' " CLEARANCE �� NORMAN R. DULL " FLASHING,MATCH CONFIRM / STOREFRONT FINISH @LIGHT FIXTURES / .+ MEMBRANE FLASHING / x. (E)CMUVENEER j. r ALUMINUM STOREFRONT PORTLA D, IRE miimmili _ � METAL PANEL, MP-2 / i .' . /`f/,-/� _ . ,�? (E)CHANNEL Ili ,_ BV 1 ( / / f;/ -/ _, iv „,A4 ,,iv /� �- _ , 1 WRB OVER MEMBRANE • ¢` "b- • - �-( ' OF a � SEALANT j �� __--- LAP SELF SCHEDULED FLASHING q V 11111111 > DOOR&FRAME SEALANT&BACKER ROD } '��" (E)CHANNEL I' MEMBRANE 1;,` E STEEL FRAMING, '� - r- - --- ■■1. 1;'_ I� ::‘._:,', FLASHING i>_ VAPOR BARRIER d• PAINT HPC-x -6°-1--;:4,-.16. w -• /- - PRE FINISHED SILL FLASHNG, '� (E)COLUMNr1 � `� - t� � .- OVER WRB :.d• - - - _ ) 1 'tel /' BED IN SEALANT ,.: ' h►" STOP STRIP, Ir • ' BATT INSULATION . _ _ _ - ,_ _ << „ SET IN SEALANT p0 NOT iik _ \ t SECTIONAL DOOR—.p : GYPSUM SHEATHING'. :d d,. `i RETURN BRICK • I -�- ' TRACK,ATTACHPER a440 1� r / ■ FASTEN 4 .+ ( _ TO WINDOW DONT THRESHOLD I�. MEMBRANE FLASHING ;', _ .d 1, ` ' /. MANUFACTURER'S -- . - I\- FILLER(SEE CIVIL) t ., d a _ 11111111.111 '':::: VAPOR BARRIER TO WOOD i . OVER METAL FLASHING •• rt • �, „ „ In p _ 2 1/2"x 2 1/2" FLOORING �t _Y = j�`` u \ REQUIREMENTS 1 VZ =00� • ;d " ' ^' r ` j �/� _ GYPSUM SHEATHING I ■Il r ANGLE 1. ` i ,' PREFINISHED ; / / j. i L � ■MMMC ,; • a '•• RIGID INSULATION NM NVAPOR BARTER J6 ! %/ ■■M■■ il 1_ 1 FLASHING, MATCH MP-2 �, / j • mom: =„ _4 . : . • PRE CAST CONCRETE WALL �' _ J �— -�'' ' ,. ril► I .� SECTIONAL POOR TRACK / / / / / / / f / �� E: . - j �-- t��// ,_,........„ ,...,_,,,,,.,.___„,,,,,:" . 7 _. j.... . / Lrdlire. r«.ra«r.P'« i liii `�.' ' , d , , \ SECTIONAL DOOR 1 '_,4 t '` 11111��. a } t'.a L-, MEMBRANE fi • sy UUIUUI �,. • FLASHING " • ' °_ - ,d- ; . ' (E)STEEL JAMB BEYOND _ -f UMW ' t -, f1 _MOM 4, „_"- `,' • ' , • _,- -A' _ I" - •,:,:;,::„: ,_,..:.::.•,,„1 „ ALUMINUM- STOREFRONT CUSTOM LENGTH THRESHOLD WITH ,DIM, t SECTIONAL DOOR JAMB N / SIA FINISH; PREP FOR COUNTERSUNK PER WOOD ATHLETIC ` IV FLATHEAD SCREWS — MFR FLOORING SEE SPEC SPECIFICATIONS \ • • .',:-; -:•-'4,--:,-70 ,'*i,;• ,, - ,:k.•:.B.2:,;,-;1,--_,,,:,,L .=0 la JAMB DTL SF JAMB DTL ,( HM DOOR -THRESHOLD OVERHEAD DOOR HEAD OVERHEAD DOOR JAMB SF SILL DTL key p Il >co SCALE: 3"= 1'-0" SCALE: 3"= 1'-0" SCALE: 3"=1'-0" SCALE: 3"= 1'-0" 9 ® SCALE: 3"= 1'-0" 6 0 SCALE: 3"= 1-Q" ''' ,`, , , _ JI • phase Building Addition & : • ■■■■■ 4•. �;• Remodel Package ji M��■■� " .i<• _ V - 'ALUMINUM STOREFRONT ALUMINUM STOREFRONT I' ALUMINUM STOREFRONT PRE •'.` MINIM ` `' ' • = - : - date February21, 2013 Ii\I r ENGINEERED SUNSHADE • ,-,:it ■ ■■ d : - JAMB BEYOND r//// • ...: ‘,,,,1 \ • SEALANT&BACKER ROD revisions 0 _ SEALANT AND BACKER ROD i ; BV 1 �� i I�I �` — _- 1i.- ° i ALUMINUM STOREFRONT ■�■ PRE CAST CONCRETE WALL - - 40 PRE FINISHED SILL FLASHING, / ■ WRB OVER SELF ADHERING 0 0 • IMI • a � _ .. L.0 fir r. MEMBRANE OVER PRE t RIGID INSULATION �� r, ,----. _(, I, BED IN SEALANT 1I • - HSS SEE STRUCTURAL �� • i ] ■ C3 NMI II '; ( _�., FINISHED METAL HEAD - BREAK METAL ADAPTOR ■�■ °o q - I �.• •- ,� '`- l &-, . .. .. „ „ - ■I1 FLASHING 0 0 lit - 11■M11 ': -" SEALANT / GYPSUM SHEATHING . v ( i ;. M■■■■ -.1.,:f. _ "'. 1 ■11M■ e Q PLAM SILL _ S Ilt.:•=. . . PROVIDE WEEP @ f — �� NIIII d 4 <d, VAPOR BARRIER .:1 ISI. ! VAPOR BARRIER ;.-&`:':'.2.-:_ ,,-.2 ♦ / ■■ I VERTICAL BRICK JOINT 7- MM■M■ ■ d `► - r► ■■ " 1111■a11 - = �' ;; •• GYPSUM SHEATHING CO ♦ ♦ CUT BRICK VENEER ( ATTACH UPPER SHADE I ° ' --i . r-■�� / BREAK METAL FELLER / ■ TO STOREFRONT HEAP // MM■M■ _ M�M�p a ♦ &CMU FOR NEW OPENING /% s l '- PRE FINISHED METAL __ 1 N �! — ,A111111.`" - - °" ,- ;a RIGID INSULATION ♦ ®■ ` HEAD FLASHING 4x4x3116 HSS wl 3/16 � ■ ■M■ -� / ♦ :,; �`_ ■i '� I d ■� 4, CONCRETE STEM WALL 0 / , ♦ _ • ♦ SILL FLASHING f III , _ a. =� FILLET WELD TO HSS M . _ ■ M11■ -_ • - N _ P; 1/ I ---t' ATTACH LOWER SHADE * COLLUMNS @ JAMBI s��s�, 4 4 _ d Z7 ♦ e CONFIRM SOLID GROUTED CMU ■ LEDGER ANGLE / SEALANT&BACKER ROD • • :>! ♦ / �, AT STOREFRONT MULLION rr _ r} r ", VAPOR BARRIER — w .. project# 015 r•. / • --i- i ; ♦ (E)BRICK VENEER // - —. — co lOW !Ill / ♦ _ • (E)CMU WALL I �r L 1 :'. .'.. NE �� ALUMINUM STOREFRONT 4f WINDOW FLASHING DTLS (Ns .11.• .i\ ,=: mum,•-'--- •♦ , s\S;NNN ( MMM■■■ •^,'- • d tZ r- - �,.� I 1 ■1111■■■ "d ALUMINUM ■■111111■ - ° d STOREFRONT 0 0 i mom �✓t�� .,�• -: � Z-33-75' _____P, . ' °" • P �•: . . C S< CO< V-7--- / (o SF SILL DTL SF HEAD DTL --1:' SF SUNSHADE DTL ® SF HORIZ MULLION DTL 0SF JAMB DTL SF SILL DTL T-0 SCALE: 3"= 1'-0" 1 6 0SCALE: 3"= 1'-0" S SCALE:1 1/2"= 1'-0" 7. ) SCALE: 3" -0 =1 % SCALE: 3"= 1-0 SCALE: 3"= 1'-0" NU �._- I I • . . @,ct 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.com TI III 1111 ,11 ! liii 1111111 I III I . _ ...... ' CD • eV 0 . E w ce. = 0 NI 11111M . W e e a iii AI gerilit, 0 A9.10 '—`1114 0 mom = 0 CI) kr 1 NC C.) =_ I .-, EQ EQ . EQ . EQ a or) Cf 52) . / , • . CD M CA ..3L05.1 0 a Imo r's•• * A04.10 . X = 0) CC 0 CES IA 0 z _ \ IX 0 .. • 1 tOl = OR 1111/111111M ........" I- CI I-< i 4......1 . Z> U.1 ZN II IIIIMI ' [ [ N r C illma arm= Z 0w Sam. ;CY) (3 - o • . W I / N 2 Cf) NN / z , , a . -- . W D ' H W D HW D H (1) wirj . .„:,:r .i. MC1A 21-6" 11-2" Z-6" SC1A 41-6" 11-11" 21-10" BS1A 21-6" 11-11" 21-10" .... Cr) CL r-- r-- (j) -4,---0 ... a) a) BS1B 31-0" 11-11" 21-10" ..W co co co . u) a) CD C) CD CD LC) LC) e • 4......."--- MC1 • SC1 BSI • SCALE: 1/2"= 1-0" SCALE: 1/2"=1-0" s SCALE: 1/2"=1-0" W - ..! e .i .- r ; S . . , , / W EQ EQ W W EQ EQ ,1, EQ EQ I 3 • . i• .6 EQ EQ 0, 10 i 4, 6 9 . D A9.10 A9.10 /— NO SHELF AT UC2B • A9.10 A9.10 A9.10 A9610 i , • '' •0, m.. • .. /N N A A c=4 NORMAN R. DULL c--)_ • c) LU z/' . N a Lu , . SIM / N C) Lu ? --_ • ,-- W C3 `g / \ / \ I ).-3 -Z- N a ill , 0 i / > S i ' , I • --; .(f), PORTLA D, ORE ON . I w \\ / ----71 ____-; -----% ( W 251> , / 0 [ [ 7, 0 111 ' (3t / \ ;.) \ ' 0 F 0 j w / \ / \ CI , , , W \ I \ / . U.1 E \ ° I \E o - E*0 .,.. U.1 p W p Ill- I- I- . W -1- < . I- < \ / \ / . z> Z> Z > Z > , , . a 111 12:1 W w W 1-LI ...I W w (DUI"jw . \U) / . A /0Lii Uj COW LU -.1, \ / \ / 0 W V • V __• _s„ I I '-'4Wlati; W D H W D H W D H W D H W D H W D H VOS, UC4A 1'-5" 1'-2" 2'-6" UC3A 21-3" 11-2" 2'-6" UC2A 31-0" 1-2" 21-0" UC1A 1-6" 1'-2" 2'-6" TC2A 21-10" Z-0" 7'-2" TC1A 21-10" 21-0" T-2" 'iAignoitagtm,?4qii.#-.4,W;‹ : Arr**215001,att U C4 B 21-10" 11-2" 2'-6" UC3C 31-0" 1-2" 2'-6" UC2B 31-2" 21-0" 1'-2" TC1B 31-0" 21-0" 71-2" MOVUlf-lAre? • UC4C 31-0" 11-2" 21-6" UC3D 41-0" 11-2" 21-6" TC1C 31-0" 21-6" 71-2" A**-U4g-ipV014*.OL70440- 01' 4—; :'fAatgVkVWV4OAfrfM 1 - . -5 I C2 cri UC4 UC3 UC2 UC1 TC2 , TCI 0 key plan $ $ 1 1 1 S cT3 SCALE: 1/2"= 1-0" SCALE: 1/2"= 1-0" SCALE: 1/2"=1-0" SCALE: 1/2"= I-0" SCALE: 1/2"= 1-0" _ SCALE: 1/2"=1-0" -,--1 phase Building Addition & g Allh GENERAL NOTES:. Remodel Package 1— 1 illiVIFI\ISICAIS nF C.ARINFT TYPFS ARF( 1\h-N1 AS FQI I nws. = A9.10 - , W . 0 . 1,;.J "W'-WIDTH OF CABINET MODULE-SEE INTERIOR ELEVATIONS date February 21, 2013 1 w w - ... w w Cf) I . a" ? ...' i' "D"-DEPTH OF CABINET-SEE CABINET AXONOMETRIC VIEW FOR . . - I. EQ , EQ • EQ . EQ revisions c.) . . ., ., DIMENSION POINTS AM "H"-HEIGHT OF CABINET LO AI Aill1 , 2 C) A9.10 A9.10 A9.10 A9.10 2. TYPICAL DIMENSIONS OF TOE KICK ARE GIVEN AS FOLLOWS,UNLESS SIM NOTED OTHERVVISE: 0) —— ,., -,. , 3" FACE OF DOOR WHERE OCCURS 2 -- Cs'i N o =o to /\ IS c . 0 .=, W Z.N ---k, /. 11 I" I FACE OF CABINET a \ (3 Lu TOE KICK I • U.1 Z [ [ N cy ,• • _.. —r--H__------- . W - f*-- ....„-- FLOOR 0 .L. ____N ' - . 0 • 0 . . o -",.. % L.I.1 0 1 LU 3. VERIFY ALL WIDTHS GIVEN IN THE FIELD. CY . 0==, - . ____ ,, 0 ,7- . N /- 0 LU \ / • W :0 Si LU 7 N/ \,_./ CT) ---, ___A 4. VERIFY APPLIANCE SIZES PRIOR TO FABRICATIONOF CASEWORK; RUN BASE project# 11015 cn I BEHIND ' I 1 ALL APPLIANCES. I i I CASEWORK SCHEDULE Lo W D H W D H W D H W • D H W D H 5. SEE INTERIOR ELEVATIONS FOR DIRECTION OF CABINET DOOR SWINGS .— (DIRECTION OF DOOR SWNGS SHOWN ON THIS SCHEDULE ARE FOR ..r-- DC2A 11-6" 21-6" 21-6" DC1A 11-6" 11-11" 21-10" BC3A 11-6" 21-6" 21-6" BC2A 21-6" 11-11" 21-10" BC1A 21-6" 11-11" 21-10" INDICATING CABINET TYPE ONLY). CIL N— • . cy) cn BC2B T-0" 11-11" 2-10" BC1B 21-9" 11-11" 21-10" 6. WHERE ENDS OF COUNTERTOPS W/SPLASH TERMINATES AT A WALL, c:(5 (1) . - BC2C 41-0" • 1-11" 21-10" BC1C 31-0" 1-11" 21-10" SPLASH IS TO RETURN ALONG END TO FRONT EDGE OF COUNTERTOP. LO 5. . ai 0. BC2D 2'-5" 11-11" 21-10" BC1D 31-6" 11-11" 21-10" 7. WHERE ENDS AND SIDES OF CABINET ARE EXPOSED,END PANEL IS TO BE co< FACED TO MATCH FRONT OF CABINET. A9 • 01 z 5 DC2 DCI BC3 BC2 BC1 $ • it e at 8. EXPOSED ENDS OF CABINETS TO HAVE 3"DEEP x 4"HIGH TOESPACE,TYP. SCALE: 1/2"= 1'-0" SCALE: 1/2"= 1-0" SCALE: 1/2"= 1-0" SCALE: 1/2"= 1-0" SCALE: 1/2"= I-0" C\/•--- C\I a 9. SEE FINISH LEGEND FOR PLASTIC LAMINATE COLOR&TYPE. I PLASTIC LAMINATE BACKSPLASH.HEIGHT VARIES SEE INTERIOR 1 . .„ DEPTH VARIES ELEVATIONS I I -1 , .7 SEE SCHEDULE Nair GROUP PLASTIC LAMINATE IN COUNTERTOP ... Dull Olson Weekes - 181 Group . • Architects, Inc. 1 1 lb \ i . , = .2_-_- ,, 1 907 SW Stark Street Portland OR 97205 USA co w tel 503 226 6950 fax 503 273 9192 w-I "----- 71-7-\I IVII II , www.dowa-ibigroup.com www.ibigroup.com . -D r 0 (•• -// ] uj >i ____,„..... .______________ ________________ PLASTIC LAMINATE DOOR i co 0 -w WRAP PIPES AS Lii LU REQUIRED ' BASE,AS SCHEDULED 1 ..,. . I kr\ • . SINK CABINET 0 SCALE: 1" . . — VERIFY MOUNTING HEIGHT 44 , DEPTH W/INTERIOR ELEVATIONS SEAL BEAD©TOP OF SEE SCHEDULE ] BACKSPLASH mum. PLASTIC LAMINATE CD • H WALL ASSEMBLY-SEE BACKSPLASH.HEIGHT VARIES IV WALL TYPES ,, SEE INTERIOR ELEVATIONS ' • • -11 , DEPTH VARI SEE SCHEDUES LE 0 PLASTIC LAMINATE FIXED PLASTIC COUNTERTOP E LAMINATE SHELF v._____ Ti ,- .,.k.40N0.444r tr. CD co w z:i -D 0 I / WALL ASSEMBLY-SEE < w 1 4,7-T 1PLASTIC LAMINATE WALL TYPES L--0 . •I I ---,•,----1:5--- DRAWER FACES i co N 0 0 _ w ELECTRICAL OUTLET co W ._ W DEPTH >w w w-1 ••••• / I u) I IEE D 0 WIRE PULL •mom SEE SCHEDULE I I '). 1 - -.••* •' :3 .... I I '-- 2(I) W 'V 0 C9 w I H MV-1 (OFCI) ED w FIXED PLASTIC 4 L_ _ ._ _ _I I o, 0-1 -6" 1:\ I 0 BASE,AS SCHEDULED mom= = 0 2"RADIUS CORNER '-<. 0 1 41 1 K"- -1-' ..0 • akUPPER MICROWAVE _ , u) cm COAT ROD MOUNT a 111•111011M _ SHELF BASE CAB - 4 DRAWER - = 41 0 CM RI c\i SCALE: 1"= 1'-0" 8 SCALE: 1"=1-0" •MEM N.• = CD w CZ -J ‘,..., --t‘ O . co ..... .... , . LU 0 num Cfin I s 73-:- CD - PULL BACKSPLASH.HEIGHT VARIES, 4mo . / 1....... CZ W • — W DEPTH SEE INTERIOR ELEVATIONS CO co ' SEE SCHEDULE ON INTERIOR ELEVATIONS • Saws -4-7 cri LOCKS VVHERE SHOWN WALL ASSEMBLY-SEE DEPTH VARIES . 1' SCHEDULE COUNTERTOP. g•C 0 a) - MATERIAL VARIES. < > i ) (a) (75 H .4 0 0 SEE INTERIOR ELEVS 0 - .. i - 0 , LU -4'-1,-,,-(‘-----1<-- N'r 't.0 . . i • , , .. 0;3 1... 1... ' co w fr) swim U.) CL r•-- 1"--- -e"---'-0 -D ADJUSTABLE PLASTIC co csr ADJUSTABLE PLASTIC O 0 <ELI z milia co co co .: LAMINATE SHELVING LAMINATE SHELVING , 0 co . a > mao) CO .-75., 6, 1- NUMBER VARIES. SEE P 0 0 co< 0 0 , C D o 6 SCHEDULE.al W> PLASTIC LAMINATE CD c) 4, 1....c..„) Et- 0 0 DOOR FRONT CV ---- i co . . >- • ,, ,, 1 CO 4....i ‘.;-..: 1--- ce 0 0 i o 0 0 O 0 0 EE • Erl W o o o o 2 i- Z o o BASE,AS SCHEDULED w 0 0 _ ,,,, ,,,,•,/. w - BASE,AS SCHEDULED VERIFY MOUNTING HEIGHT - \ -. 4•A -.- - kt- ilil W/INTERIOR ELEVATIONS 1 '•:cr ,.. •---- i• Ivy 3" f ., 3" // /- • COAT CABINET i n • •UPPER SHELVES BASE CAB - 1 DRAWER 4.\- ,t1.) A koz,„ C rs-LN SCALE: 1"= 1-0" 1 U SCALE: 1"= 1-0" SCALE: 1"=1'-0" 1933 C-z-7 NORMAN R. DULL (a itk DEPTH BACKSPLASH. HEIGHT VARIES, ,cp. PORTLAND, R GO SEE INTERIOR ELEVATIONS ,, >' • SEE SCHEDULE 1 - WALL ASSEMBLY-SEE DEPTH VARIES ``,/74, '$C- • WALL TYPES ',- .(' ' & SEE SCHEDULE COUNTERTOP VARIES, SEE OF SCHEDULE - 4 0 ADJUSTABLE PLASTIC O 0 LAMINATE SHELVING, •-- O 0 SEE SCHEDULE FOR 1.-; - -, NUMBER OF SHELVES :,- r-c,- LOCKS WHERE SHOWN ON CI)LU INTERIOR ELEVATIONS • 0 0• 0 o Ea D PLASTIC IAMINATE O 0 <o • co 0 0 ADJUSTABLE PLASTIC DOOR FRONT , • z 0 > 2 0 0 0 LAMINATE SHELVING O t--w 0 P-- 0 . DEPTH VARIES 0 0 2 . SEE SCHEDULE le 0 • .4 w W> o 0 PLASTIC LAMINATE 0 „ „ LI w Ec W . ar 1(/) < -I 0 0 DOOR FRONT k LOCKS WHERE SHOWN ON > w ' 0 0 •,-<- • 0 INTERIOR ELEVATIONS . Z 0 t- i 0 0 0 ,.< / 0 0 0 CC • 1-1-1 0 0 , .-_ 0 0 EU , 0 0 • 2 0 0 ',,. O o '‘fl Ill o o BASE,AS SCHEDULED 0 0 — u) 0 0 VERIFY MOUNTING HEIGHT O 0 WALL ASSEMBLY-SEE W/INTERIOR ELEVATIONS WALL TYPES — -.4- 0 0 - •- . 0 a -,-,,,,,,,,.4 '-• '''',''''';''''' %'''1, ,;;';',,''+: 311 '':.''''1-„',--';'>i., ,:..''; '' '',I ',',/,I;,;,• ,...:,... 0 0 ADJUSTABLE PLASTIC O 0 LAMINATE SHELVES O 0 UPPER CABINET6 BASE CABINET k e y p I a ' PLASTIC LAMINATE n O 0 0 0 SCALE: 1"=l'-o" i SCALE: 1"-1-0" 4 __,L-,.,;' , '- +:.''' l446,7,=7,;,,,,- .--- . . O 0 DOOR FRONT -----." , . phase Building Addition & . . cow O 0 PULL • GENERAL NOTES: Remodel Package w _, • 0 . , / BACKSPLASH. HEIGHT VARIES, • ri- 2 0 0 SEE INTERIOR ELEVATIONS 1. DIMENSIONS OF CABINET TYPES ARE GIVEN AS FOLLOWS: w • • > i o o 1 LOCKS WHERE SHOWN DEPTH VARIES date February 21, 2013 . ...-._ ----' . .- • Iv-WIDTH OF CABINET MODULE-SEE INTERIOR ELEVATIONS i co 0 • ON INTERIOR SEE SCHEDULE 0 ELEVATIONS COUNTERTOP VARIES, w 0 0 revisions LI w „ , . SEE INTERIOR "D"-DEPTH OF CABINET-SEE CABINET AXONOMETRIC VIEW FOR DIMENSION POINTS - i co . • ELEVATIONS cmi 0 0 "H"-HEIGHT OF CABINET E • sea 0 0 N---- - t [---41 (Z a 0 0 2. TYPICAL DIMENSIONS OF TOE KICK ARE GIVEN AS FOLLOWS,UNLESS =co I IN. a ADJUSTABLE PLASTIC NOTED OTHERWISE: 0 0 tli 0 0 ,-- LAMINATE SHELVING, 3" I FACE OF DOOR WHERE OCCURS -- u) 0 0 SEE INTEIROR I • 0 0 z __I 0 0 0 . • ELEVATIONS FOR __„.- FACE OF CABINET • 0 0 0 P co< 0 0 NUMBER OF SHELVES. 1 TOE KICK . ' . • , ii w PLASTIC LAMINATE ON FLOOR z • • .0 0. 0 ° 0 VVI "v7„--7-----1 ALL EXPOSED SURFACES ' , ° LLI >< Lij 0 • 0 0 3. VERIFY ALL DTHS GIVEN IN THE FIELD. I Fi FS . . • [3. • 0 . o ii"-I W ° a • 4. VERIFY APPLIANCE SIZES PRIOR TO FABRICATIONOF CASEWORK; RUN BASHEHIND ALL project# 11015 . . 0BASE,AS SCHEDULED 2 Ei 0 0 APPLIANCES. O 0 BASE,AS SCHEDULED 0 0 w w 0 0 • 5. SEE INTERIOR ELEVATIONS FOR DIRECTION OF CABINET DOOR SWINGS CASEWORK DETAILS LO U) 0 0 (DIRECTION OF DOOR SWINGS SHOWN ON THIS SCHEDULE ARE FOR CZ, .C."' I Jr. 4 1 XV z,t. INDICATING CABINET TYPE ONLY). CL‘-- • /I ....-- . 6. WHERE ENDS OF COUNTERTOPS W/SPLASH TERMINATES AT A WALL, LO ci) • • • NOTE:ANCHOR 44-- it i-,-,---ei 1, - • 3" CASEWORK TO WALL s SPLASH IS TO RETURN ALONG END TO FRONT EDGE OF COUNTERTOP. AS REQUIRED 3" A Lc) o /—=---/- 7. WHERE ENDS AND SIDES OF CABINET ARE EXPOSED,END PANEL IS TO BE• f x I my -2' I A-A 0) 0.. FACED TO MATCH FRONT OF CABINET. i -* -,...-,- g co< . 5 STORAGE CABINET BASE CAB - SHELVES 0 8. EXPOSED ENDS OF CABINETS TO HAVE 3"DEEP x 4"HIGH TOESPACE,TYP. 4-a SCALE: 1"= V-0" 9 SCALE: 1"= 1.-0" 9. SEE FINISH LEGEND FOR PLASTIC LAMINATE COLOR&TYPE. - _ _------,': -___. - -_ :::'`-- ---.'f.--:--=--,-,--7:- ::-=--...;-;-:,-',--_-77;--- --'',_3-- -.....(1) .---- WALL ASSEMBLY- CARPET NOSING ""'�� SEE WALL TYPES #3 DOWEL 1'0"x1-0"(2) EA, RISER 1131so. 1-0" CARPETCPT-x GROUP CONCRETE DECK WALL ASSEMBLY SEE WALL TYPES WALL •. -► r3S___. .a. 1, _. . _- /. ,. , . -,. . � , - _ . _._ R Stage .. ..� CERAMIC ..'a� , �. • '9" E -SEE • ELLEE VATIONS FOR TYPE/COLOR Dull Olson Weekes - IBI Group C5 -ill , ,. , .- : . . Architects, Inc. C TILE alk I ' - / ; a/ COVED-..„ .,..-Hkj!': f I ASE fa . / 907 SW Stark Street Portland OR 97205 USA A9.20 I P- '_ ;/ CERAMIC TILE <> ci STAIR TREAD BEYOND CONT.BOND BEAM , - F tel 503 226 6950 fax 503 273 9192 co 20 GA. METAL DECK I w/#4 BAR,TYP, / °'• V m FLOORING www,dowa ibigroup.com www.ibigraup.com CLOSURE TYP. 1 p / / PIECE • QUARTER ROUND TRIM - Q 1 , - 4_e d _ - - -'u ,. _ _. - - = TO MATCH FIELD TILEK.> -r ,-. ,`. ,- .. - 4 • %y ." e., `+,r II y'll k ,n�—'fir }Ti s ��-_ '1. 3 ' N d _ I c CERAMIC TILE-SEE A4.50 AND �_ I �° </ /` •-....-/'_ -ILE TO GYP.BD,TRANSITION A4.51 FOR COLOR/PATTERNS d d 6 r 1, /::-.-,,, _ / 7,- .- .;:.� ` l PARTIALLY GROUTED 6" o I 2"CONC. OVER 1 1/2"-20 GA. X. , -- CMU w/#4@48"0.C, DRILL '� •2 - •° °-•+4a ; 'd ' °'.. ,< ',.x ►.0 I METAL DECK 6 CMU CROSS WALL + u, I % &EPDXY INTO(E) SLAB w/4" " .. `. °` _ _ . . - CONCRETE SLAB- @ 8'0"MAX AND ENDS ° _4 , < '' • -d - -. i SEE STRUCTURAL Z,.'•••'-'‘ EMBED TYP /, ;/ ° • _ ° _ ° ° ° ° • ° V-_. ~.- / / - CERAMIC TILE PLAN ' 0 ; ::,. : .: :.,.. DETAIL CERAMIC TILE BASE 0 SCALE: 3"= 1'-q" SCALE: 3"= V-0" ua 1 /:a4 / /` ) I /. . .�' _ / / , . Pe.AIN FLOOR ,e r - ` f, i i� � _ .e- - ` _ - d- - _ ,4- , _ - d y I • G _ i _ d ° I V j CONCRETE SLAB- SEE STRUCTURAL CHOIRRISERS VCT FLOORING T4 0a SCALE:1 1/2"= 1'-0" \/„. BULL NOSED TILE TOP OF WALL, TRANSITION STRIP i , TYPICAL r-,' CERAMIC TILE 0) FLOORINGCe CERAMIC WALL TILE,SEE I 5'-10 7/8" 1 ELEVATIONS FOR TYPE/COLOR A9.20 -." 2.-6" • 0 Y,--- 4, _ 153. t .., WALL ASSEMBLY-SEE WALL TYPES • '° ` I O ,-„, /\/---- ,_,,, fes._ - ,-'-� - a• 4° `d - �, d•- ° a,-- /53. • O E E N. VCT/CERAMIC TILE co cm - _ CERAMIC TILE DETAIL 0FLOORING TRANSITION s •� csi "' o SCALE: 3"=1'-q SCALE: 3"= V-0" ■ r--- 0 153. Zh = = 0) % CARPET NOSING N I i WOOD ATHLETIC = •11111O FLOORING C ; -16'CARPET ` i i CONCRETE SLAB- ""'� V, s` r__,' '_ ., _ — i i DOOR SEE STRUCTURAL '�� •�� C ) LOCATION SEECO ',//: : ;..,:-,1_,,,i.,, 2::•:-;._ TRANSITION STRIP m� .1 PAINTED CMU FLOOR PLAN F— M i i ALUMINUM0 • q THRESHOLD SIZE VCT FLOORING i • M i TO MATCH WIDTH 6' OF ADJACENT CD - WALL ASSEMBLY N t- p co FLOOR FINISHES : -c„,— e- 1, d- ■ �I— C�) (3) 4„ f CONCRETE SLAB- . �j co t0 CHOIR RISER NOSING CHOIR RISER PLAN ,) _/ SEE STRUCTURAL C ^ ............... Z SCALE: 6"= 1'-0" SCALE: 1/2 = 1-0 , 1"111 % _ . g CD LO U ( (((tt((t((((((t((tt(( PER - . ...,- . -, .....15 v . r AVIA, CO %% 1+ MFR •d - $ ^ , , � SPEC AV KZ - ;4 1'' ', -.. -- - .-. .. .'..,'. -': ,'-:.' ''' .'' • , II 4• • 4 a+ a Y • - - WALL ASSEMBLY - SEE WALL TYPES ALUMINUMJMOLD WOOD FLOORING CONCRETEIVCT TRANSITION FLOORING TRANSITIONED j TACKABLE WALL08 SURFACE,SEE SCALE: 3"= 1' 0" SCALE: 3"= 1' O" C;•']" l" ELEVATIONS FOR TYPE 2_,,,, 1933 NORMAN R. DULL C-1 = CONSTRUCTION ADHESIVE ,-3 VOLLEYBALLVI FLOOR NG LETiC SEEE STRUC URAL J)._?).PORTLAND, ORE 1N SLEEVE COVERT (l $�0 ' VCT FLOORING �`' OF - WOOD ATHLETIC TACK SURFACE EDGE FLOORING 0 TRANSITION STRIP SCALE: 12"= 1'-0" VENTED BASE,B-4 5"TO 6" CARPET OR ENTRY r, _ MAT • - , 1 t ' " CONSTRUCTION ADHESIVE �((((((((�((((((((((((((((( (((((((�((((((t((((t((((((t • - .— WALL ASSEMBLY. FLOOR SEE 4 4 OPENING WALL TYPES d r-�, J �� DIAMETER PER SLEEPER e `;`� 1x4 PAINTED CHAIR 4 -- " , to ° •-:„ae Ad t}. " T RAIL .'4 : 4+', u_ 4a MANUFACTURER TACKABLE WALL SURFACE, ` �/ �i�: A I� r >j t; - 4~' REQUIREMENTS - - : °.• .. ',_<;4• = SEE ELEVATIONS FOR 0 e = ' _,,)..... �..:::_.: ' ((((((( ( SEE STRUCTURAL ° . : � , - � t ((t MFR , - , '° , ONCRETE SLABA _ ALUMINUM) MOLD ( ((((((( ( (( (( PER , d_ ' • AY !ra0��,4. r O / a. 4��I�„m. .�.0♦a,� w,. 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" ' ` ' '• '• • `. • • + ' WOOD FLOOR/BASE FLOORING TRANSITION .� :.ji� lf.�a,Ij/aL��Y:(rj: a � ': a � j � j :ijii jai- ' key plan 5�' TACK SURFACE AT0 0 et SCALE: 3"=1'-0" SCALE: 3"= 1-0" _I ' HANDRAIL DETAIL FLOOR SLEEVE 14 RUBBER BASE phase Building Addition & (1:111 g SCALE: 3"=1'-O" SCALE: 3"= 1-0" SCALE: 12"= V-0" FLOORING WOOD ATHLETIC Remodel Package CONCRETE SLAB- SEE S U DOOR VINYLTRUCTURAL date February 21, 2013 LOCATION-SEE - TILE FLOORING WALL ASSEMBLY SEE FLOOR PLAN COMPOSITION ` CONCRETE TILT WALL TYPES ALUMINUM TRANSITION STRIP revisions THRESHOLD-SIZE -•- ' 1111111111111111111 WRAP ALL EXPOSED EDGES TO MATCH WIDTH �. ' ; ■�■■':, ;� a: STEEL PIPE WITH ACOUSTICAL WALL OF ADJACENT SLIP RESISTANT r-- ' _ - - - -, - ■I•■■_•: 2 2' 4 HANDRAIL(HPC-x} . O 4° ■!•■■ .',- ,��/ PANEL FABRIC ,d `-; ALP ■■:' GYPSUM WALL BOARD STEEL PIPE MAX MAX WALL ASSEMBLY VINYL ' ■ LP `� �' , = b 1/4"STEEL PLATE RAIL - _ - . COMPOSITION TILE .. d ■■■�i ), HANDRAIL{HPC x} ,.� d y_ MOUNT{HPC x) VINYL FLOORING 4` ■L�■■ ° COMPOSITION _ �,:• i■■■■ RIGID INSULATION I �� a 'II '' ■■■■■ '~ ..,1 •'a 1/2"x2"x3"STEEL PLATE TILE FLOORING s" CONCRETE SLAB + - *MUM "�— _ aa WALL MOUNT{HPC x) 4" 4 A ■■■■■ \ /j/p SEE STRUCTURAL • • ■■■■E. i ti U t < i -, V _d 4n_ IIID 1Aird��i Cl) �� d J PER - • •- , •• ' - ,4 ; •a - - - ■■■■■■ d .. f :a f ,._.,: a ■■■■■■ �-- ! ACOUSTIC WALL PANEL, MFR a•_,..,. =•' a 4` _ ° " "` ' : �4 , 1/4'STEEL PLATE RAIL ° ,'' ATTACH TO WALL PER SPEC 4-•. ° = :•4, -d, - �•,-; . to SEE INTERIOR d e d prO�eCt# 11015 N _ ' MOUNT{HPC-x) ,0 d =. ELEVATIONS „ •_ •.`- MANUFACTURER'S b •b , • 1/2'x2'x3' STEEL PLATE •l SPECIFICATIONS. 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Architects, Inc. *''. )7 , _ . 0 - --: -'1,-- '-," -,- ' -• -:'_'. ° „ • - 1- 4- •• 4: ':: -., , - (E)CMU&BRICK WALL -74, . ...,_ 7 *4 0 /7 ,,, : - _ 1 . , • • . - s,., (E)STEEL COLUMN 907 SW Portland OR 97205 USA tel 503 fax 503 273 9192 —.1 A www.do corn www.ibigroup.corn FACE OF WALL, SEE UJ , :,-- -- .- —*-..r_A : .-4-,., ‘;V WALL TYPES E. GROUT ...,,= '.-1 k ›- „., ..-- .-.- GYPSUM WALL BOARD ' ,. ":"..1 CMU WALL INFILL TO MATCH Ei (E)BRICK ..,-, ,...:, , .• ADJACENT EXISTING CMU • > /---.... .',.•,. . • SEALANT& L.": ,_ . `, . , . °.-. -14t "‘ 7 4: . :,, - ,. 1 /':'--: ' A, -' -.,.,. •_ ‘,-:. : .-' - 2.A. BACKER ROD .. ' 1 -• CMU INFILL CONNECTION, „. . SEE STRUCTURAL (9 :.3 . z BACKER ROD&SEALANT, -4144112s2a0ti6..aibri6skig90sr5otonru'epet,co FACE SHELL < CMU WALL BACKER ROD -: - - -: .. 0 Li BOTH SIDES f.-i • / - , - •.;1- 14• ', ,%4, . 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USG STEEL J-RUNNER - - -V ,— e 0 --, . , SUPPORT TO STRUCTURE ABOVE • EXTEND FRAMING TO IIIIIIIIIlki. -:-. :3;i.7- .: -1. • , _ - 1"GYPSUM PANEL ----------__ --:'itT.17,-:-:';-;if -;:--1::- •:'-._" ---, LO 5 W/ 1;- Alte/--- SUSPENDED CEILING KICKER AS STRUCTURE , „, . __,z .,.;,-,,,:32,-,;1•:,-;_•:-.''' ' :_ ::! ::A.i •-.4.-:, ' ...0° -..- - Wi REQUIRED •-- „- 4. ., ,_ .0.5 .._,..--z-,,,:,-.. ::- 4--.. f• -,- - _,... .. _ . .," , , „ - A , . .._ .• co .„ :, 0110. 4 - ACOUSTIC = .‘ CEILING TILE co - ; , 1:7-_ ...c"-- -. , ---- -- --- - _ . : . : •.,,,,, --•:, .... .. ___ • _c ----_._ . • ' -, -,- RECESSED PROJECTION - 0 • ,... SCREEN. ; • - IINIF . 11 8" _ 2 :t3 . , ' , - dr i VERIFY REQUIRED DROP to - c7) _ .;,,-- ,--:-:5,n-.4 ' project# 11015 SCREENT&OORDERING FORMAT EQUIPMENT PRIOR -L., SEE .4ni cn . _;--.;-_-,--- - y,,.., - -4-. 1.,- > - — ,-• - . EE RCPS -1". INTERIOR DETAILS LO USU STEEL C-H STUD 7 -' -% --. A Cb SEE ''\N. -5 SECTION -,c-- (2) 1/2"FIRECORE -'-,--/, ':".-, -- ; 4111 CORNER BEAD,TYPICAL ' Cl_•— C CORE GYPSUM PANELS , NOTE: SEE RCP DRAWINGS „. ., , _ -7-"`-4 :' : • -, FOR CEILING HEIGHTS GYPSUM BOARD 4.1t, I_ ,4 A. — 2111I . SEALANT SOFFIT -5, .). • - --,-- - LC) 0 NOTE: 2 HR FIRE RATED ASMEBLY A---4. —- ,-- ...-.-- _ , ai ca. (SEE NER-258 OR AER-09038) I' A -,-.-------''f S., A.. co< 2 HR CEILING DTL PROJECTION SCREEN ® SOFFIT DETAIL 0 0 C SCALE: 3"= 1-0" 9 SCALE:1 1/2"= V-0" 1J SCALE:1 1/2"= 1-0" . . • -; .1':-;-7 rf-7_ _-:;7-1------ c•i(._.) SEE WALL TYPES FOR WALL SEE WALL TYPES FOR WALL . SEE WALL TYPESASSEMBLY INFORMATION ASSEMBLY INFORMATION I // /' SCHEDULED GLAZING i yl-,--;-_ ,,: ...:'•- i.w„.,, ,4 IBI..„,,, ,.,. . .4 - CMU BOND BEAM, SEE • STRUCTURAL Dull Olson Weekes - IBI Group ‘'- Architects, Inc. . ‘•• '. • --. ; • - - GLAZING STOP BACKER ROD&SEALANT, . . 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SEE WALL TYPES FOR WALL SEE WALL TYPES FOR WALL SEE WALL TYPES FOR WALL C5 • SEE WALL TYPES ASSEMBLY INFORMATION 'I VERIFY IN FIELD SEE WALL TYPES ASSEMBLY INFORMATION SEE WALL TYPES ASSEMBLY INFORMATION .U.2 te • T .., . . „ .. • ..... = 1:±1., • .,-••. ,- MASONRY ANCHOR /- MASONRY ANCHOR • 4-• • ,ei:/ :.__ . ....:1,: :.._,.,.,,,,/ . . . .„-. .,• - • CMU Cm) . - ... _ -_ • awaC (a..,,) -13 •,, , - ' - r4•-•-1:;-1- 1- / - ' ' .' .- E4---111'4 1,- ' .: , .-• - - • • .. . . A ' ' ::' ', '-'!1' 'l':,4- '' I `• ' k . . TILT CONCRETE 1./.'72 ,...1.,,• -2'.-1,-'. .:.:, ,;. / (E)CMU -. „. •,,, . a , ,, - ", CMU WALL ' I, • OCD -(75,„,.,, v•-• LO . -„ • . . _ , /- •4 ' 1 4 - -1- .- ./'21 ,. CD . ,,...-; !„- •. ,:, 1 4 _ _:. : , ./ nt, .1 'i• BACKER ROD&SEALANT - BACKER ROD&SEALANT . , . .- . BACKER ROD&SEALANT, . r;. I:: ,, .. MASONRY ANCHOR . BOTH SIDES ' -•. . ' ° 1: 4 ,'/'• -,,' 2 , . . . . --' 1 '1 — -' ‘/ BOTH SIDES . : 'I" 4 4 - :.' 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SCALE: r= 1-U" SCALE: 3"= 1-0" SCALE: 3"= 1-0" SCALE 3"= 1-0" ..'''''.,1;1',; E :i_:.'',;--il:'11-:NT:Y.1:1':1- "--f',. _':',1..; t-..:!. CV 2 2 . . • . VERIFY IN FIELD VERIFY IN FIELD VERIFY IN FIELD .., - - IBI .- -ir GROUP (E)BRICK I /-' 4,,_,/ •/'--.;• l';-: -': •':'-‘•-• :4:-." 1.,a,7':: - , . / , - 4,- • "... !'' 1 . • -- 1-',-------'' ••A'd,---7'-- ;/7 : ,..,"„-.,..! -• _,'/-•;-(, -... ,,. (E)STONE TRIM , ,...,•__, • , , - . ..... • (E)CMU • - ---.. '''..; •-'. - .--.••- -.''' . '- , '''‘:-:'-::-.,:_::;•:',. ,;,--:- ''_; - - ..- '•• . , . Dull Olson Weekes - IBI Group . Architects, Inc. . 1 ., - °- ., ---, -,.• .- ;.-: -- -‘ :--. :. i--,4-‘: y. , : it . : . ‘- :, .--, -./7.-:-.; ,. f. ,_ :, -- : -. ?:::- - ,, -_ :- .-1 2‘ ;.- :: t' •,_ , ,/-7,:::-;:V-4:1, _.4;4 9, - --,: -:.- / / , . V (E)BRICK ,/, /:, 7. TUBE STEEL SEE ...:: :.•:"/4‘ /--_,, -,-/_ -.IT , -,-._ , „ . 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(E)BRICKTUBE STEEL SEE . • • II STRUCTURAL • GLAZING STOP . • • HOLLOW METAL FRAME, ! 0= ziorio / -.'. 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(E)STEEL PLATE TO SCHEDULED GLAZING • • -‘,:,::•,-'„,:-:'=;Y,--',",-.-':-•-", !,',::•;-:‘,-: =•:•-,-•!-.„•:':-.1- REMAIN __________,— SCHEDULED GLAZING 17..: wr ---- ---- GLAZING STOP • • SCHEDULED GLAZING . _ _/ - ' • - - •- ,„_-.,. -, ,• -, „. 7 -. , „ . • BACKER ROD &SEALANT, .. . ir------- BOTH SIDES : • • HOLLOW METAL FRAME- , ' • ' • • GROUT SOLID, PAINT /\ / -,,, ---.. GLAZING STOP ! ' • . 1 3 1/2" '- „, ,. . , SCHEDULED GLAZING • . • HM RELITE HEAD HM RELITE HEAD HM RELITE HEAD HM RELITE HEAD . a18 • c a . . SCALE: 3"= 1'-0" SCALE: 3' = 1'-0" SCALE: 3"=V-0" 8 SCALE: 3"= t-0" AN-r •,-0 ..,k . (..... 1933 t7-) rz.7 NORMAN R. DULL (-a VERIFY IN FIELD - SEE WALL TYPES FOR WALL SEE WALL TYPES FOR WALL SEE WALL TYPES FOR WALL , dr e SEE WALL TYPES ASSEMBLY INFORMATION SEE WALL TYPES ASSEMBLY INFORMATION SEE WALL TYPES ASSEMBLY INFORMATION .., • ... .g e , 1 •cp,_ PORTL,ND, 6= GO, • . (E)CMU • • . • _i__,„,----- I . • • "1:?>4 itk..-NO• .•• .. )% _., •• • OF . , i - ,,. /,;:,,,/, . 4.: :-A.4 1 •-/ (E)BRICK •--7:' - : !: ...: .‘•1 s- .1-- - ' MASONRY ANCHOR -; I 4/,,x, _, 7:. ,:, . .,/ '-: "• ',.. , . .. I ,'. - F.4---:fl-, / ' .-,, . • (E)STONE TRIM, - ' ),„/ CMU - ' 1.2- • • •: •-,- ., -,, , .. ,_--- --•- -'4 -,....;,.:,,•,,"!- ;.; ;-:.: -.:c 7 WHERE OCCURS . -: CMU WALL ;X.'.:• - -.- '.:-I-• : • , :...,,, ,_, - .... -_ -• - , , , . A ,.„• -1.- A/ .• • 7":, s:: .: r:'7_' .'!.-211 4:, . S, .-14: :: ',,. ' 4:'1 !A. :.-.}; „ /:‘ ''',1 ., . . • :,:, ' • •'. '' s. ' MASONRY ANCHOR • /- •-:' • ' -• j- :, ..-. ' BACKER ROD &SEALANT, •• • SEALANT, BOTH • — • . . 4. . . - 1 BOTH SIDES / ./.- , :,- -‘ . /////// / r•', ..-, _ , ‘:- - - - ,--J.- --- r-, '• / ...---;-c.-• HOLLOW METAL FRAME- SIDES • . HOLLOW METAL FRAME- 7-77,'‘: ..":-•_;_•;,•:',_;:z.,,-E-_,-,i;,,-;,-,• 1:•‘-__:: --;-.. GROUT SOLID, PAINT .:, GROUT SOLID, PAINT Ns HOLLOW METAL FRAME, .., •„: .• _ , _ _..., . ,.,„ .., • - ,, ..-• • - -. „.4, • .-•-• i:: ..../ ' " GLAZING STOP •, ,• L:., _•.„: _..:-_,..•,: ;'_. : -,i':,.:-,,• '- _;_r_:., ____----- GLAZING STOP . , GLAZING STOP . , • -•r\--: SCHEDULED GLAZING • • -it="::•-':1'.---,::_•,-,-;•:-.::•-:._:.'','-'..Jf-.--2,-",:"..::::.-*;•:. "----------- BACKER ROD &SEALANT, SCHEDULEDGLAZING ..„------------- . 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SEE WALL TYPES FOR WALL SEE WALL TYPES FOR WALL Remodel Package • ASSEMBLY INFORMATION ASSEMBLY INFORMATIONI ASSEMBLY INFORMATION date February 21, 2013 • . / • /\ . SCHEDULED GLAZING/ • revisions SCHEDULED GLAZING / / SCHEDULED GLAZING GLAZING STOP SCHEDULED GLAZING 4. '- - - E te6. , 13 be .'• HOLLOW METAL FRAME- GLAZING STOP GLAZING STOP U9 GROUT SOLID, PAINT ..• ai GLAZING STOP . r7:77.-;-.';': .1.;.:-:k.,.:-.__•„ HOLLOW METAL FRAME- I BACKER ROD&SEALANT, .... ..„..... .... —0*--------- -------- ......1 •' ' ••.: :-.,:•:,_ ,-,,_,-.,:.:•,. .,',' -',:,:_::.,_:•_-,,:,_'•-•_'.- BOTH SIDES "'' ,,:;.',.- -:','_ .-,4.,,,,,,, =_.- , - GROUT SOLID, PAINT l':,'•:•- ' '-:.,- -',:-::, ' ..,',3: ':-,:,:•-i,::._.•-.1'•-• _, --lc...--7:-.. HOLLOW METAL FRAME, • g • " 4 - . . _. ,-.:::-•.,-1;.'-:-‘'::-:•1:,-.:-:-?.:.:•':' -;.:,sr•-•'''' .''''' . -, _ s.,-. - -. , - - - •..-,- -••• . (E) PRECAST CONCRETE l''.•-:":,:••-Y,-,';';' :‘. :-.,!,'::2-:•; ',•,„!._ ! BACKER ROD&SEALANT, 777.77-7, •- ;_ ,- •:",:--' .,•.,•",' ,-• ••....'-.z'''‘f,•:,--,-',-, HOLLOW METAL FRAME- PAINT • GROUT SOLID PAINT :, '.i. ,:.,-,':,:-.. --.7;7". Trbr: BOTH SIDES ._..------- SILL LU ..• . . • .• _, _ „ . •• . •., A . -. CMU BOND BEAM, SEE , • 0 • • • . . „ . .1 . ,. .• I • . STRUCTURAL ..• . • • . .„ project# 11015 .., • - • „ - _. - . •• . •- - - ,•,_ - •-, BOTH SIDES DOOR & RELITE DETAILS .//•' - .- , )'- ':"-';">..;:,;2: :'‘'-',:: .-:'''',- -.',‘•":-..:. .: _ :1- ,_.- •':.-;s.1 1, :,A, 4: . , _, r „ LC) :--,-• :. , ., - •,(--• ,,I, - •-• A '•1 • A. -. / ". • ' '' .. • As /./1.:- / -: / ....----- (E)BRICK f/- . --'-4.- 7. z • .' ,f, . / / / 4 , ' - s, ., ,2 , ,n. , --4( :- r.- . .0 .,,, f-. re) co 7-,-:- . _.; I,- / ---/-"1-. ,- 0 i, --.4 C.) I _fit, dik---4 j. . HM 4. :.,..„, ,..... 3 '---112;-------- , .i.: i . w e-------___ .5r. ET (E)CMU ii 1 ,x. v-- Ca. VERIFY IN FIELD " SEE WALL TYPES .,. SEE WALL TYPES .i. • . - SEE WALL TYPES i X •-•• .--- u a Cr)< v-- HM RELITE SILL HM RELITE SILL HM RELITE SILL HM RELITE SILL cNi0 • SCALE: 3"= 1-0" 16 • • 6 0 .c.„. . SCALE: 3"= l'-0" SCALE: 3"=1,-0" SCALE: 3"= 1'-0" CN1---7... • • • SEE WALL TYPES FOR WALL ASSEMBLY INFORMATION • i i ,,,, IBI GROUP • _ - _ = Dull Olson Weekes - IBI Group -� Architects, Inc. w TUBE STEEL PER w �. MANUFACTURER REQUIREMENTS 907 SW Stark Street Portland OR 97205 USA _i :, ilip _.1 COILING DOOR GUIDE tel 503 226 6950 fax 503 273 9192 www-dowa-ibigroup_com www.ibigroup.com w ,:i' w (/) - J-MOLD ON BOTH SIDES /\\ COILING DOOR • COILING DOOR JAMB . SCALE: 3"= 1'-0" 20 SEE WALL TYPES FOR WALL I SEE WALL TYPES FOR WALL ASSEMBLY INFORMATION ISEE WALL TYPES ASSEMBLY INFORMATION if .r _ VERIFY IN FIELD f r\ momIV C) 1 (///: / ff NOTCH WALL ABOVE AS 1, / - - •° / (E)CMU 0 _ 1 . ,'` / _ REQUIRED TO PROVIDE SPACE i ( E - ? FOR MOTOR OPERATOR �/ a / ,r- (E)STEEL PLATE TO ALUMINUM STOREFRONT r o :QQ (E)CMU - _ . . , REMAIN tiY • t <'°i Q TUBE STEEL PER / / p :< + ' /,(,,:• MANUFACTURER r a •°;i / ACOUSTIC SEALANT, -'"-� -__ ■ • a �° ♦ i 1 / - = f`' REQUIREMENTS BOTH SIDES ‘1,IALUMINUM STOREFRONT I C �/� W //// //r/// / /IDOOR I• t •. ACOUSTIC FRAME, PAINT _,-(_ unz0 �!'; ✓ d COILING DOOR GUIDE _ i_ COILING DOOR GUIDE • ■ •• • [ _1 .4 '' '.- winm • • COILING DOOR \ 1 ACOUSTIC SEAL m0 0 • _.-_ - LI-- 0> SCHEDULED ACOUSTIC GYPSUM WALL BOARD • DOOR mum ._ J-MOLD ON BOTH SIDES !./j / \ COILING DOOR /\/, %--- m • CM COILING DOOR JAMB COILING DOOR JAMB ACOUSTIC DOOR HEAD SF WINDOW HEAD/JAMB4 = N SCALE: 3"= 1'-0" SCALE: 3"= 1'0"' SCALE: 3"= 1'-0" ' t`-- SCALE: 3"= 1'-0" 24 fa 19 e T , VERIFY IN FIELD r SEE WALL TYPES I SEE WALL TYPES FOR WALL SEE WALL TYPES SEE WALL TYPES FOR WALL as I ZZ I ASSEMBLY INFORMATION ASSEMBLY INFORMATION s.._ • • /:: _ - -:- :,-;'':/- ` MASONRY ANCHOR f I �''� • _ : q ,j // , ImC 0 Lid • _:_i �;:; til) CD C75 (E)CMU ,• f.-.{ I_'-{ " �- �� F�' �: r' Q . °' .,, _ ��-- h... co ACT WHERE OCCURS, ♦ } -' y: ° . i SEE REFLECTED =__ I iv .t.� co . .1► • .4/, ' - ' ;--' ' CEILING PLANS I ,`; ACT WHERE OCCURS sm. V ACOUSTIC SEALANT, „ SEE REFLECTED ""0 C5) C57 F BOTH SIDES _ _ . .� CO CO f; CEILING PLANS ACOUSTIC FRAME, PAINT - - - 1-, - - �';_^ , ! - - 015.. .---. N\‘‘ \ _ . , . ..,,,.• • - --,•.-. - - -, • - 4- ,--I- , • — CV / 00 7 4-: • " = ACOUSTIC SEAL GYPSUM WALLBOARD, _ A NN GYPSUM WALLBOARD, . \\\\,,, \\\\ _ PAINT PAINT • •! SCHEDULED ACOUSTIC �i SEALANT SEALANT, BOTH SIDES • • C-,,' -,-. '� DOOR FRAMELESS RELITE ALUMINUM STOREFRONT y{- • `'i :_ ROOF DECK _:` \ /\` r• '✓ .I I:' ACOUSTIC DOOR JAMB FRAMELESS HEAD SF WINDOW HEAD SCALE: 3"=1'-0" SCALE: 3"= 1'-0" 8 ® SCALE: 3"=1'-0" G • • �� 1933 ? NORMAN R. DULL ra � , SEE WALL TYPES SEE WALL TYPES FOR WALL SEE WALL TYPES FOR WALL) SEE WALL TYPES FOR WALL' c-� -._ "��-y� .1 SEE WALL TYPES ASSEMBLY INFORMATION r SEE WALL TYPES ASSEMBLY INFORMATION SEE WALL TYPES ASSEMBLY INFORMATION 1 PORTLAND, ORE ON .,: -,,,:- ( 4\-\\/ y 1 IT.::,, .,,.v :-'-.:;:ii ..... , .. r- ,., - -,d ., (2)LAYERS - • , �� OCCURS ,:1 �,,, j • { ~~` RESILIENT CHANNEL, ;` I:' y �,:' WHERE OCCURS -I ..,C _ r .j ACOUSTIC SEALANT, �,'1 }�_ j � _ BOTH SIDES VERIFY W/MFR, LI1 '_ _' ACOUSTIC FRAME, PAINT ''.-; Yrs -` VERIFY GYPSUM WALLBOARD, �M : y - GYPSUM WALLBOARD, W/MFR. PAINT , --- - - COILING DOOR HOOD, PAINT INSTALL PER \ r'' j' -I- SEALANT MANUFACTURER ACOUSTIC SEAL SEALANT, BOTH SIDES i, 7. , REQUIREMENTS FRAMELESS RELITE SCHEDULED ACOUSTICALUMINUM STOREFRONT _ \ . • . -. 5i_:,?;:itli 4,1 : 7'4 DOOR L. A` /'\ rte : ti /.\/ „.., _„ , ACOUSTIC DOOR HEAD FRAMELESS JAMB SF WINDOW JAMB ® key plan w 0 a SCALE: 3"=1'-0" a SCALE: 3"= 1'-0" SCALE: 3"= 1' 0" � a .rt i . phase 1 Building Addition & li . SEE WALL TYPES FOR WALL I SEE WALL TYPES FOR WALL SEE WALL TYPES FOR WALL i Remodel Package F SEE WALL TYPES ASSEMBLY INFORMATION ASSEMBLY INFORMATION ASSEMBLY INFORMATION Er: date February 21, 2013 ' ` � rvii n .:� I ✓ e s o s � � � �•`1 (2)LAYERS GYP.WHERE • I OCCURS FRAMELESS RELITE SEE RCP / L( / { ,_ TYPICAL C RESILIENT CHANNEL, v> R\\ O \, �°'= WHERE OCCURS r ={ ACOUSTIC CEILING 0 ACOUSTIC CEILINGALUMINUM STOREFRONT _J TILE, SEE RCP VERIFY `,--i TILE, SEE RCP ACOUSTICOTHIDSEALANT, BOTH SIDES ,,. e 1. -� ;- SEALANT, BOTH W/MFR. .= SIDES �-, VERIFY </> <> ? W/MFR. • ollee Z 0 t' �, I -- '! — Ill o a ' -; ACOUSTIC FRAME, PAINT _ SCHEDULED FLOOR FINISH AS FINISHNOPLD IN �/ :'-, FINISH, EACH SIDE OFI A _i. FLOOR PLAN ' .:d _C.) - _ - _ SILL-SEE FLOOR ,yQ� � �'.:. ._.-........._.-... .....: ..._....._..- .... '•��............... ....: FINISH PLANS J?�� l ( _ . project# 11015 I zC}+ - ° ° 4. V ACOUSTIC SEAL J DOOR & RELITE DETAILS Lc) , ,_ . r CONCRETE SLAB, SEE ; ° ;' e` a . a. ` SCHEDULED ACOUSTIC " , ' STRUCTURAL d re— DOOR • °r► • • a.) - , (..' - a° -`a - o ' --^*�_ ,^"�+�,, \./. • s r— 0- - N� COILING DOOR HEAD ACOUSTIC DOOR JAMB0 FRAMELESS SILL SF WINDOW SILL el N p • SCALE- 3 1-0SCALE, 3 - 1-0 SCALE 3 = 1'-0" - _ N—U N .; SCALE. 3 - 1-0 - s v .44 ;, • . '1--,-,1.-,---,z,T , 7ii-,,w,,-1,71-i-1.-,2,",,r..-,-i-. l•-, 1.77;11,,-.1-.-, - r,='''- -- ------- SIGNAGE NOTES: 1. ROOM SIGN LOCATIONS ARE SHOWN IN THIS PLAN ONLY WHEN A ROOM HAS MORE THAN ONE 4.141„sw, • EXIT/ENTRY. i i .1 IBI 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 . , • LEGEND: . . nallann • 6•077,7--- ROOM NAME CD _ . . .10 . - Room nam 0 a . 4 I 101 1 ROOM NUMBER E 4 w ix i . I , - x1 1 . .1_..1 n L.) -ft,-- SIGNAGE TYPE , U i I ! = . , C. ' \ i , : , ..... ..... 13 ...._ 0 Ict 0 ,-, , , 1 s. ..c _....,! . . . . ,._. ,,,,, ,l 0 0 co ; 7ils Ef rit .•_,•tul IL) 4 - 4111 MI Ng 1 Cm) = i W CO iti. CY) • . \. ,/ /'' \•„, miC NI 111111111 _ CV : ; 4 ; 4 !.3 EL le = = CD 3. - ... 4, I •••••11.R1 oto.....i, .1. r.................---, a. 3, ,...--......." #........r.r c n 0 ----11 n a a 0 .r ''.•% x., r I , CZ ..... o 4 03 U 1 1:11 1 - - El 111 IelerniMeil.1..111 ...CM"11.1 h"".Cti ne w I' I 1 ,-..1 , 4, - - --...7,fig.4.42-4,4,4 . :1. #,..7. A 1_4fall,;?M0 fii,,t.F.aV,, MEC Cm) 15 S... 1 1 I :° Eiii - . 1 I %,! 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OF 0 . . . . . . . . , .-----'''(.7., it I I I C. — I i i E EITEVATIONS —\\ —1 ' U 1 U i I r 7 H m 111111111111j .11111111111 i IIIIIIII11111111111111111111 ....—.. — 11 4. . A A 4 _ - I I- -r- -I- -1-- -1-11-- . 0 _. — — . / Po ti ,P, — --- SIGN TYPE 6-SEE ] INTERIOR ELEVATIONS . . ._ /4 r ...) . II - 11 4 .4 4 I— .4_1 --. ............ ........ =.1,... .. i ---T__---,-_--p_-_-_, -- el .-1`; ',.7=1; ',',:.'C''.:';*t.: 0 0 ';iiii;A:L!:;;;;;; ',1.'1:•.' 67:1'';';i•-•'!'-;:;!;.;;;: g . .,..,' ;0: ;".,T., ''-,;-:5 .,..,, ';;;),1"7-,x;,';;'5--';.4,P:M7,;;I . _._.= 1 , „, . , , ,.., _cp 4 4 key plan ._ . > e4, .....I 1 phase Building Addition & N Remodel Package z LL1 - F— I . date February 21, 2013 co - . revisions c . • . . • LC) .--- c ...e. ) = = CO Co -L—_ ..= . C) a) :C3 cf) . project# 11015 LoCD - . - SIGNAGE PLAN .„-- ,,,,--- . ..q.._(./._2 . . A 41 _ CC5.0 cr) 0 • -SAV. *,_.,. 1 oi 0_ • : ',..ft----4. 1 4 1 t _ =,_ a SIGNAGE PLAN . .c.:,20 • -r—a - - SCALE: 1/16"= 1-0 .. _ _ " C\I . . . . SIGNAGE SCHEDULE `_ ROOM SIGN . # ROOM NAME , TYPE QTY PICTOGRAM TYPE MESSAGE .. ' / IBI 101 HERITAGE HALL 4 1 - GROUP 102 WESTSIDE HALL 103 CLASSROOM 1 1 - 104 CLASSROOM 1 1 - Dull Olson Weekes - IBI Group 105 CLASSROOM 1 1 - - Architects, Inc. 106 CLASSROOM 1 1 - 107 CLASSROOM 1 1 - 108 CLASSROOM � 907 SW Stark Street Portland OR 97205 USA 1 1 - � tel 503 226 6950 fax 503 273 9192 w 109 CLASSROOM 1 1 ,- ww.dowa-ibigroup.com www.ibigroup.com 110 HALL 4 1 I- 111 PREP 2 2 - 112 SCIENCE I 1 11 - I 113 SCIENCE 1 1 - 114 LIBRARY 1 2 - 115 WORK ROOM 2 11 - 116 SMALL GROUP 1 11 - 117 SMALL GROUP 1 11 - 118 ART ROOM 1 I 1 - I 119 (KILN 2 1 - I 120 I PHYSICS 1 1 - I 121 I CLASSROOM 1 11 - I 122 (CLASSROOM 1 11 - 123 COURTYARD - I- - 124 CLASSROOM I 1 11 I- 125 I CLASSROOM 1 11 I- I42) 126 !HALL - - - I 127 !HALL 4 1 - I 0 128 I WORK ROOM 1 1 - E 129 OFFICE 1 I1 - 130 OFFICE 1 11 - ce 131 ICBC NURSERY 1 11 - • 132 VESTIBULE - I- - 133 CBC OFFICES 1, 4 TYPE - ;r ' 1: 1; • TYPE ___ 4: 1 O 134 STORAGE 2 1 I- 0 135 MUSIC CLASSROOM 1 1 I- __ 136 (E) MECH/ELEC 1 1 I- 0 U 137 STORAGE 1 1 I- I up 138 'STORAGE 1 11 V 139 LARGE GROUP 1 1 - CO =ROOM 0) 140 MENS TOILET 3 1 MEN; HC rM 141 TOILET 3 1 UNISEX; HC CM = CV " •142 TOILET I 3 1 UNISEX; HC I = = rn 143 HALL I - - I- I CCr3o 144 MDF ROOM I 1 1 I- I CU ->F--+ P:145 I LAUNDRY I 1 11 I- I =. as • 146 (E) WOMENS TOILET 3 1 WOMEN; HC i- 147 (E) KITCHEN 1 1 - 3„ L ...0 148 TOILET 3 1 'FAMILY; HC 8" ,, RIC 0 g...3 149 TOILET 3 1 !UNISEX; HC 1 MINIMUM 1 150 COMMONS 4 2 - - �'"� o EMT �^ r- a) 151 CONFERENCE 1 1111 — — �, - •V .-- N.. CO 152 RECEPTION 1 11 = —OCCUPARGY�� U ==� — "c1- • "'N 1- i`�• r.- 153 CONFERENCE 1 11 -X --- - I 154 -OPEN OFFICE 1 11 I TYPE 6 - DIE CUT LETTERS & DOTS BRAILLE Q3 u) c,--r;at. o 155 (CONFERENCE 1 1 I- a LO v c 156 PRINCIPAL 1 1 I- ., - 157 STAFF ROOM 1 11 - 158 WORK ROOM 1 2 - TYPE 7 - LASER CUT ACRYLIC 159 WEIGHTS/ FITNESS 1 2 - 160 HALL 4 1 - 161 (E) STOR. - - I 162 (E) SOUND 163 I(E)AUDITORIUM I - I- TYPE 5 - OCCUPANCY SIGN TYPE 4 - TACTILE EXIT SIGN 164 (E) STAGE I - - I- . 165 (E) STOR. - - - `s$Vt C 166 GYMNASIUM 4, 5 TYPE - � •� � 4: 4; ( 1933 TYPE PICTOGRAM(S) - NORMAN R. DULL C-� 5: 1 8" . k 167 ALCOVE - - I- I 8" 8" ! PORTLAND, 0 GON 168 TEAM 1 1 I- 65 169 STORAGE 1 1 / • - OF 170 GIRLS LOCKER 1 1 - # 4' ROOM ___ 171 STORAGE - - - • — � �� ROOM b.} 172 TRAINING 1 1 :R n n C ___ NAME �� — � IVIE co 173 BOYS LOCKER 1 1 - __..ROOM___.NAM EJ.- , "' X-, - ROOM 174 TEAM 1 1 Ell [ii - • 175 OFFICE 1 1 - I 176 STORAGE 1 1 - I BRAILLE BRAILLE BRAILLE 177 ALCOVE - - - 178 (E) STOR. 180 LIBRARY • 181 LIBRARY TYPE 3 - ROOM SIGN TYPE 2 - ROOM SIGN TYPE 1 - ROOM SIGN '':' '5''''' j.;, ::e" :;-:-:; ;,L''-'-i A S CD SIGN TYPE DETAILS 411 key plan SCALE: 3"= 1'-0" _JI phase Building Addition g - SIGN MOUNTING TYPES: Remodel Package z vl date February 21, 2013 u.7 - revisions MOUNT SIGN ON BOTH L SIDES OF GLAZING - O c_ U1 / 9's- / g" Z / 7 /' ' ii/ . cu / # c_ A # ---_c_ v \ \ i a) \ °° \ °' 7 i • N \ - project# 11015 co F.F. SIGNAGE SCHEDULE & TYPICAL TYPICAL AT DOOR WITH Cy - AT DOOR SIDELIGHT/TRANSOM - DETAILS tl N-- cn N r) cnai 1.HEIGHTS AND LOCATION TYPICAL, UNLESS NOTED OTHERWISE. meg. �•aC ' 5 o NQS NU ___ _ r_ _ _ : , , _ = -_ ......j_ _ GENERAL NOTES Ja GROUP 1. DO NOT SCALE DRAWINGS, FIELD VERIFY DIMENSIONS PRIOR TO FABRICATION AND HVAC LEGEND ABBREVIATIONS - ROOFTOP UNIT SCHEDULE INSTALLATION OF COMPONENTS. 2. DRAWINGS ARE DIAGRAMMATIC ONLY. ACTUAL Dull Olson Weekes - I81 Group X ® UNIT CONTROLLED MARK MFG ' MODEL TONNAGE HEATING COOLING EER SUPPLY ESP OSA MCA/ MOTOR VOLTAGE OPR WT NOTES CURB DIMENSIONS SIZE AND LOCATION OF EQUIPMENT, DUCT WORK Architects, Inc. NECK SIZE - SUPPLY AIR VI) OR ($) ACC ACCESSORIES CAPACITY CAPACITY (SEER) CFM CFM MOCP HP /PHASE (LB) (INSIDE) • AND PIPING MAY VARY DUE TO MANUFACTURER OR THROW PATTERN AFF ABOVE FINISHED FLOOR qC-1 AHU AIR HANDLING UNIT (MBTU) (MBTU) MIN FIELD CONDITIONS. COORDINATE INSTALLATION OF _ -F -g IA MECHANICAL SYSTEMS WITH OTHER TRADES TO 907 SW Stark Street Portland OR 97205 USA I� RETURN AIR ROOM THERMOSTAT OR SENSOR AMB AMBIENT RTU-1 CARRIER 48TCDAO4 3 72 35.65 (13) 1200 0.5 350 19.4/25 0.5 208/3 548 1, 3, 5, 7 67-3/8"x37-3/16" PROVIDE ADEQUATE CLEARANCE AND ACCESSIBILITY �- 1YPE OUTSIDE AIRAMP AMPHERE tel 5032266950 fax 5032739192 w eFl� EQUIPMENT RTU-2 CARRIER 48ES-A300405-FE 2.5 40 28.22 (13.5) 1000 0.4 291 15.8/20 0.5 208/3 316 1, 3, 5, 7 44-3/16„x28-3/4 AS REQUIRED BY MANUFACTURERS. ww.dowa-ibigroup.com www.ibigroup.com NUMBER BTU BRITISH THERMAL UNITS RTU-3 CARRIER 148TCDA07 6 72 75.21 11.0 2400 I 0.5 706 32.8/50 2.0 208/3 717 1, 3, 5, 7 67-3/8"x37-3/16" TERMINAL ``I 0 RTU-4 CARRIER 48ES-A300405-FE 2.5 40 28.22 I (13.5) 1000 I 0.4 282 15.8/20 0.5 208/3 316 1, 3, 5, 7 44-3/16"x28-3/4" 3.GO ERNINGACODES TION AND RLL EGULATIONS.TIONS.MPLY WITH THE EXHAUST AIR EQUIPMENT SYMBOL CAP CAPACITY RTU-5 CARRIER 48ES-A300405-FE I 2.5 40 28.22 I (13.5) 1000 I 0.4 252 I 15.8/20 I 0.5 208/3 316 11, 3, 5, 7 44-3/16"x28-3/4" CD CEILING DIFFUSER 4. CONCEAL ALL DUCTWORK INSIDE WALLS AND/OR CONSTRUCTION STANDARDS CFH CUBIC FEET PER CUBIC FEET PER M MUTE RTU-6 CARRIER 48TCDA05 4 72 47.60 (13.0) I '1600 0.5 138 23.5/30 0.75 208/3 586 1, 3, 8 67-3/8"x37-3/16" ABOCEILINGS, UNO. COND CONDENSER • RTU-7 CARRIER 48TCDAO4 I 3 72 35.65 (13) 1200 0.5 390 19.4/25 0.5 208/3 548 1, 3, 5 67-3/8"x37-3/16" RECTANGULAR DUCT: 32x20=32"Wx20"HRTU-8 CARRIER 48TCDDO8 7.5 125 90.10 11.0 3000 0.75 282 41.1/50 2.0 208/3 I 895 1, 3, 5 178-1/4"x5O" 5. ALL SHARP RADIUS (R<1.5) ELBOWS SHALL BE CR CEILING RETURN DIFFUSER ROUND DUCT: 200=20"ROUND x 1 4. RECTANGULAR CTG CEILING TRANSFER DIFFUSER RTU-9 CARRIER 48ES-A300405-FE 2.5 40 I 28.22 (13.5) 1000 0.4 354 I 15.8/20 I 0.5 I 208/3 316 1, 3, 5, 7 144-3/16"x28-3/4" FURNISHED WITH TURNING VANES. DUCT RISER I CU CONDENSING UNIT RTU-1O I CARRIER 48TCDA04 I 3 72 35.65 (13) 1200 0.5 122 I 19.4/25 I 0.5 + 208/3 548 1, 3, 5 167-3/8"x37-3/16" 6. DUCTWORK SHALL BE .FABRICATED AND _____> SUPPLY AIR FLOW U „ „ DIRECTION ( ) ROUND RTU-11 CARRIER 1 48ES-A240403 2 40 23.59 (13.2) I 800 0.5 38 21.3/30 I 0.5 I 208/3 311 1, 8 44-3/16 x28-3/4 INSTALLED PER SMACNA STANDARDS. SUPPORT RETURN EXAUST AIR DUCT RISER DH DUCT HEATER " " DUCT WORK PER OMSC 603.10. SEAL DUCTWORK -J`-> FLOW DIIRECT€ON RTU-12 CARRIER 48TCDA04 3 72 35.65 (13) 1200 0.5 411 19.4/25 0.5 I 208/3 548 1, 3, 5, 7 67-3/8 x37-3/161” RECTANGULAR DIA DIAMETER RTU-13 I CARRIER 148TCDA04 I 3 72 35.65 I (13) 1200 I 0.5 403 I 19.4/25 0.5 I 208/3 548 I 1, 3, 5, 7 67-3/8"x37-3/16" PER RS-18, 1/2" SP TO SP SEAL TRANSVERSE I DUCT DROP DN DOWN JOINTS. I fVOLUME DAMPER • RTU-14 CARRIER 1 48ES-A300405-FE I 2.5 I 40 28.22 I (13.5) I 1000 I 0.4 270 I 15.8/20 0.5 208/3 316 11, 3, 5, 7 44-3/16"x28-3/4" ROUND E EXISTING RTU-15 I CARRIER 48ES-A300405-FE I 2.5 40 28.22 (13.5) 1000 0.4 271 I 15.8/20 I 0.5 208/3 I 316 11, 3, 5, 7 144-3/16"x28-3/4" 7. ALL SUPPLY, RETURN AND OUTSIDE AIR DUCTS MOTORIZED ' } DUCT DROP EF EXHAUST FAN RTU-16 I CARRIER 48ES-A300405-FE I 2.5 40 28.22 ` (13.5) 1000 0.4 271 15.8/20 ( 0.5 208/3 316 1, 3, 5, 7 44-3/16"x28-3/4" ELEV ELEVATION SRAGLN E 1NRSULATED AND SEALED PER 2010 0 E 0 ENE GY EFFICIENCY SPECIALTY CODE IL (El 11 w/DAMPACTER UATOR RTU-17 CARRIER 48ES-A300405-FE 2.5 I 40 28.22 I (13.5) 1 1000 0.4 271 15.8/20 0.5 208/3 316 1, 3, 5, 7 144-3/16"x28-3/4" 503.2.7. INTERIOR DUCTS SHALL BE INSULATED AND ACCESS DOOR RECTANGULAR FC FAN COIL UNIT RTU-18 I CARRIER 48ES-A300405-FE 2.5 I 40 28.22 I (13.5) 1000 I 0.4 271 15.8/20 0.5 208/3 316 1, 3, 5, 7 144-3/16"x28-3/4" ABOVE THE BUILDING BARRIER. ,.. 'fill:Z:13 OFFSET LESS FD FIRE DAMPER THAN 15 FPM FEET PER MINUTE RTU-19 CARRIER 48ES-A300405-FE I 2.5 I .40 28.22 I (13.5) 1 1000 0.4 271 15.8/20 0.5 208/3 'I 316 1, 3, 5, 7 44-3/16"x28-3/4" 8. INSTALL VOLUME DAMPERS IN ALL DUCT RUNS IL DAMPER D EXTERNAL TYPE FPS FEET PER SECOND/ RTU-20 RTU-21 CARRIER 48ES-A300405-FE CARRIER 48E5-A300405-FE 2.5 2.5 40 40 . 28.22 (13.5) I 1000 0.4 271 15.8/20 28.22 (13.5) 11000 0.4 271 15.8/20 0.5 0.5 208/3 316 1, 3, 5, 7 208/3 316 1, 3, 5, 7 44-3/16"x28-3/4" 44-3/16"x28-3/4" TO FINAL SUPPLY TERMINALS. ALAR FSD FIRE SMOKE DAMPER OS£7 M STANDARD HP HORSE POWER 9. ALL ROUND DUCTS SHALL BE RIGID, EXCEPT THE FITTINGS RTU-22 I CARRIER 48ES-A300405-FE I 2.5 40 I 28.22 (13.5) 1000 0.4 271 15.8/20 I 0.5 I 208/3 316 1, 3, 5, 7 44-3/16"x28-3/4" LAST 5'0 WHICH MAY BE FLEX ABOVE A T-BAR (30.45.60) HTR HEATER It HALON DAMPER RTU-23 I CARRIER 48ES-A240403 I 2 40 I 23.59 I (13.2) 800 I 0.5 140 21.3/30 0.5 I 208/3 311 1, 8 44-3/16"x28-3/4" CEILING. qp Wl ACTUATOR GA GAUGE •� A�ia AGCEss DOOR , WYE GA GAL GALLONS RTU-24 CARRIER 14$TCDDO$ I 7.5 125 90.10 I 11.0 3004 a.75 1338 41.1/5a 2.0 208/3 I 895 1, 3, 5 78-1/4"x50" 10. ALL MOTORIZED OUTDOOR AND EXHAUST H �� GPH GALLONS PER HOUR RTU-25 I CARRIER 48TCDA05 I 4 72 47.60 I (13.0) 1600 0.5 149 23.5/30 0.75 208/3 586 1, 3, s 67-3/$"x37-3/16" DAMPERS SHALL HAVE A MAXIMUM LEAK RATE OF 'W 10 LB POUNDS RTU-26 CARRIER 48ES-A3004O5-FE 2.5 I 40 28.22 (13.5) 1000 0.4 77 15.8/20 0.5 208/3 316 1, 3, 5 44-3/16"x28-3/4" 4 CFM PER SOFT 0 1" WG PER AMCA 500-1998, 0 ELBOW WITH LS LINEAR SLOT DIFFUSER RTU-27 CARRIER 48TCDD 14 - 12.51 180 148.00 10.8 5000 1.00 986 68.2/80 5.0 208/3 1211 1, 3, 5, 7 178-1 j4"x50" EXCEPT PACKAGED EQUIPMENT SHALL BE 20 TURNING VANES BELLMOUTH I )� - LR LINEAR RETURN DIFFUSER RTU-28 CARRIER 148TCDD 14 I 12.5 180 148.00 10.8 I 5000 1.00 12133 68.2/80 5.0 208/3 I 1211 1, 3, 5, 7 178-1/4"x50" CFM/FT 1 WG. Raw MBH BTU PER HOUR (THOUSAND} RTU-29 CARRIER 48TCDA06 5 72 61 .90 (13.0) 1900 0.5 280 26.2/40 1:5 208/3 634 1, 3, 5, 7 67-3/8"x37-3/16" 11. ALL BRANCH DUCTS FEEDING INDIVIDUAL AM RADIUS ELBOW MD MOTORIZED DAMPERDIFFUSERS SHALL HAVE DAMPERS AT TAKE-OFFS jIF � MEG. MANUFACTURER RTU-30 CARRIER 48TCDAO7 1 6 72 75.21 11.0 2400 0.5 55 32.8/50 I 2.0 208/3 I 717 1, 3, 5 167-3/8"x37-3/16" I MT MOUNT NOTES 1) FACTORY CURB 4) AIR SMOKE DETECTOR (<2000 CFM) 7) CO2 SENSOR FOR BALANCING. PROVIDE ACCESS PANELS TO ROUND DUCT 3 ROUND MAIN DAMPERS. 0 DUCT WITH N NEW 2) FACTORY ISOLATION CURB 5) BAROMETRIC RELIEF 8) 2-POSITION OSA DAMPER CONICALRouNa BRANCH ROUND 3) ECONOMIZER 6) POWER EXHAUST HEATING CAPACITY= INPUT 12. LINE FIRST 10 FT OF SUPPLY, RETURN AND IL---1, 1 4. RECTANGULAR MAIN WITH TEE BRANCH OBD OPPOSED BLADE DAMPER OC ON CENTER SEE GENERAL NOTE #20 EXHAUST DUCTS FOR SOUND. RECTANGULAR OPR OPERATING 4m I L. 6- BRANCH 15. MAX_ OSA OUTSIDE AIR 13. SMOKE DETECTORS SHALL BE INSTALLED IN 15 MAX CONCENTRIC ROUND PH F-15" MAX CONCENTRIC - RETURN DROP AND SHALL DEACTIVATE THE EQUIPMENT UPON SENSING SMOKE. INSTALL SMOKE MAKE-UP AIR UNIT SCHEDULE DETECTOR IN. SUPPLY AIR DUCT ONLY WHERE �`� �� CONCENTRIC TRANSITIONFLEPTAC BELOW WINDOW HEAT PUMP Y SQUARE TO ROUND PSI POUNDS PER SQUARE INCH REQUIRED BY LOCAL AUTHORITY. SMOKE DETECTORS �..� iti jilt }�' ' NRA RETURN AIR REQUIRED IN ALL SYSTEMS >2000 CFM. OMSC CONNECTION RH HUMIDITY MARK MFG MODEL SUPPLY HEATING EXTERNAL FAN MOTOR PUMP FLA MOTOR OPR WT NOTES ExECUTRtx CURB DIMENSIONS 606.2. ALL AIR MOVING SYSTEMS >2000 CFM SHALL f......._i_l (RECTANGULAR RL REFRIGERANT LIQUID LINE CFM INPUT STATIC SPEED POWER (GPM) (AMPS) VOLTAGE (LB) (INSIDE) BE EQUIPPED WITH AUTOMATIC SHUTOFF PER OMSC 15. MAX. OR ROUND) RS REFRIGERANT SUCTION LINE (MBH) PRESSURE (RPM) (HP) /PHASE 606.2.1 co - ROUND 124-3/4"x55-13/16" �� I r� DUCT O SMOKE DETECTOR MUA-1 REZNOR RDH-400A 5600 400 1.0" W.C. 1060 3.0 --- 3.0 115/1 1815 --- 14. FIRE SMOKE DETECTOR INDICATOR SHALL _ -t SQUARE TEE LATERAL -- SA SUPPLY AIR BE INSTALLED WHERE SHOWN. INSTALL INNOVAIR �: N B —> FITTING SWE SIDEWALL EXHAUST GRILLE NOTES 1) FACTORY CURB 6) CURB ADAPTER CO CNI SSK451 WITH PS24L0 AND PS12 24LSW. REQUIRED DOUBLE FORMED-� SWS SIDEWALL SUPPLY REGISTER 2) ECONOMIZER 7) MANUAL OSA DAMPER WHERE CFM >2000 AND NO BUILDING ALARM .� 0) TURNING VANES 'B'` BRANCH SPFT STATICQQEOPRESSURE 3) BAROMETRIC RELIEF 8) OSA HOOD SYSTEM (B.A.S.) IS PRESENT. (OMSC 606.4.1) � aj CL iFOX FIRE/SMOKE DAMPER SURF SURFACE 4) AIR SMOKE DETECTOR (<2000 CFM) 9) PROGRAMMABLE T7350 STAT AT FLOOR r DUC7 GU SWR SIDEWALL RETURN GRILLE 15. INSTALL HVAC UNITS ON LEVEL CURBS. SECURE "�0 (HORIZONTAL) t SWT SIDEWALL TRANSFER GRILLE 5) POWER EXHAUST 10) REMOTE THERMOSTAT 'a AT FLOOR+X FIRE ER S DEWALL GRD THRU THROUGH �� 5.... RECTANGULARSEE GENERAL NOTE #20 ALL UNITS >400 LBS WITH SEISMIC RESTRAINT. SEE .� Cla 16.;1-1 co) PLANS FOR DETAILS. co !— (HORIZONTAL) SIDEWALL ® TIE IN POINT 16. ALL OUT SIDE AIR INTAKES SHALL BE A is INN "= "- GRILLE FIRE DAMPERI TSTAT THERMOSTAT MINIMUM OF 10 FT FROM EXHAUST FANS OR �_ - ' (VERTICAL, TYP TYPICAL DUCTLESS SPLIT A/C SCHEDULE PLUMBING VENTS. .' RECTANGULAR LI W Cm;) ^) (n DUCT 1.0 VAV VAORIABLE VOLUME MARK MFG MODEL TONNAGE HEATING COOLING EER SUPPLY ESP OSA MCA/ MOTOR VOLTAGE OPR WT NOTES 17. PROVIDE PROTECTIVE GUARDS FOR ALL HVAC -ID g ti RECTANGULAR41) MAIN WITH CAPACITY CAPACITY (SEER) CFM CFM MOCP HP /PHASE (LB) UNITS LOCATED WITHIN 10 FT OF A ROOF EDGE RouND BRANCH UNDER CUT DOOR 1" OR LEDGE GREATER THAN 30 INCHES FROM THE CD 01 FIRE/SMOKE DAMPER (MBTU) (MBTU) MIN -'� C IL 7 11 (VERTICAL) ROUND TO WT WEIGHT AH-1 • SANYO -- 2 N/A -- -- 425 N/A -- 208/1 - 1 FLOOR. CO CO CU-1 -- / / / - 18. OUTDOOR AIR SUPPLY AND EXHAUST SYSTEMS Cl) CO U) M __ • SHALL HAVE MOTORIZED DAMPERS THAT CLOSE C CD C, O NOTES 1) WIRELESS REMOTE THERMOSTATO Ln ILn WHEN THE SYSTEM IS SHUT OFF, DURING BUILDING N .,.� ..�. WARM-UP, COOL DOWN AND/OR SETBACK. �" ��" co .;.a 4-: G/R/D SCHEDULE 19. ALL INDIVIDUAL HVAC SYSTEMS SHALL HAVE (1) �/ HONEYWELL VISION PRO 8000 PROGRAMMABLE ,`cc\k�D PRO/�likii-c MARK—# MEG MODEL I FACE I NOTES THERMOSTATTHEOS 48" UNLESS NOTIFIEDOIOSHERWISE. MOUNT \w�s:�97PE �� CD1 TITUS PCS 22/22 2 FAN SCHEDULE 19A) FOR TEMP HEAT UNITS (SHELL BUILDINGS) f . . PRICE PDC MARK MEG MODEL TYPE CFM STATIC HP VOLTAGE OPR WT NOTES 4 _ USE HONNEYWELL T81OD1136; ' ,, v CD2 TITUS MCD VARIES 1, 2, 3 PRESSURE (WATTS) /PHASE (LB) 19B) FOR UNIT HEATERS (FREEZE PROTECTION 461 Utr 13,2c)° <4:' <v PRICE SMCD (IN-WC) ONLY) USE TEMP STAT MODEL TS41 SET AT 41 DEG N. N. 10e:2 CR1 TITUS PAR 22/22 2 I EF-1 COOK 120C13D DOWNBLAST 700 0.25 1/4 115/1 93 1, 2, 4, 10 F AND MOUNTED NO LOWER THAN THE UNIT PRICE PDDR • HEATER. - (EXPIRES: 12/31/141 CR2 TITUS 50F VARIES 2 EF-2 COOK 135C 10D DOWNBLAST 1.050 0.25 1/6 115/1 93 1, 2, 4, 10 EF-3 COOK 135C1OD DOWNBLAST 1050 0.25 1/6 1.15/1 52 1, 2, 4, 10 sw FEOFFEE STREET , 20_ ELECTRICAL CONTRACTORS SHALL COORDINATE 1986 2023 PRICE 530 I EF-4 COOK 150C1OD DOWNBLAST 1275 0.375 1/3 115/1 119 1, 2, 4, 7 ELECTRICAL REQUIREMENTS WITH THE MOST RECENT O G 1J SWS TITUS 300RS VARIES 2, 3 • REVISION OF THESE PLANS AND THE SUBMITTALS I~ .�- I EF-5 COOK 120C13D DOWNBLAST 900 0.375 1/4 115/1 93 1, 2, 4, 7 PRIOR TO CONSTRUCTION. HVAC INC SHALL NOT BE 4'''5' j PRICE 520S RESPONSIBLE FOR ELECTRICAL CONTRACTORS SWR TITUS 350RL VARIES 2. 3 NOTES FAILURE TO REVIEW AND CLARIFY ANY PRICE 530 DISCREPANCIES PRIOR TO ANY CONSTRUCTION. ,,,9 ;, CE1 PAR 22/22 2 1) GRAVITY BACK DRAFT DAMPER 6) OPERATE W/ LIGHT SWITCH TITUS PRICE PDDR 2) FACTORY CURB 7) OPERATE W/ OCCUPIED SCHEDULE �' AC u 3) FACTORY GRILL 8) OPERATE W/ THERMOSTAT - '1.. CE2 TITUS SOF VARIES 2 /Or' H Etncor A T 1 incorporated G 4) SPEED CONTROLLER 9) OPERATE W/ CONTINUOUSLY - aj e PRICE 530 5) CO2 SENSOR 10) OPERATE WITH WALL SWITCH SWE TITUS 350RL VARIES 2, 3 _ SEE GENERAL NOTE #20 nce 19a PRICE 530 SWT TITUS 350RL VARIES 2, 3 / . PRICE 530 j / SNIILWAUKI�E,OR 97222 WAY LD TITUS TBDI-80 VARIES 4 RELIEF HOOD SCHEDULE - FAX:. (503)462-6555 PRICE TBDI MARKS MFG MODEL . TYPE CFM SP MATERIAL SIZE WEIGHT NOTES PHONE: (503)462-4822 LD-1 TITUS ML-39 VARIES 4 RH-1 COOK 36X36GR RELIEF 5600 _08 ALUM 36x36 228 1, 2, 3 OR CCB# 50897 PRICE SDS WA HVACI **125/6 NOTES: 1) MINIMUM SIZE 8X8 NOTES � 2) MINIMUM SIZE 12X12 FOR FIRE DAMPER 1) BACK DRAFT DAMPER 2) FACTORY CURB 2) BIRD SCREEN 3) W/ OBD C 4) TWO- 1" SLOTS N`N`t so B rrj _____----- L key__------------ plan _ - ______ ------- ----_—__._ -- ______ _-- ...-----_______--_ ___ - - _ - _ - - I phase Building Addition & 1 VICINITY ..,,PLAN .. ..._.,. ,....,...,..,,,.,. ...,-, . „.,,:,,.,,...„ ,....,.,.,..,...... .,,,,. . ., , , ,........,......,,..,....,... . . .,....,,.,..,....,..,..,..W, ...„..,,., ,..,..,,,,..........,,,...-.u.,.,.,_..,.,..,,.,.....,..� � Remodel Package MO.1 SCALE: NTS "'MI date February 21, 2013 . revisions DRAWING INDEX SHEET MO.1- HVAC SCHEDULES SHEET MO.2- HVAC SCHEDULES • S SHEET M2.1- HVAC FLOOR PLAN- AREA 'A' . SHEET M2.2- HVAC FLOOR PLAN- AREA 'B' SHEET M2.3- HVAC FLOOR PLAN- AREA 'C' REFERENCE ONLY • SHEET M2.4- GAS PIPING PLAN rarAPpaavED WITH VUS PER project# 11015 SHEET M2.5- HVAC ROOF PLAN SHEET M6.1- HVAC DETAILS HVAC • SCHEDULES • • • M 0 ■ . . . . . , 1IBI 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 F • i . OUTSIDE AIR CALCULATIONS .b I IMA i to OUTSIDE AIR REQ'D AREA AVERAGE L;1-MirUci BREATHING ZONE ZONE SUPPLY RM it ROOM ID (Ft2) OCCUP. LOAD OCCUPANTS OCCUPANTS(1) CFM/P CFM/FT2 ZONE OSA EFFECT. OSA AIRFLOW RETURN EXHAUST (Az) (#P/1000 FT2) FIXTURES (#PEOPLE) (Pz) (Rp) (R ) (Vez) (E2) (VO (Ppz) AIRFLOW AIRFLOW AIR SYSTEM 118 ART CLASSROOM 1000 20 0 20 10 10 0.18 280 0.8 350 1200 850 0 RTU-1 • 120 !PHYSICS CLASSRM I 772 ! 35 I 0 I 28 I 14 I 10 I 0.12 I 233 I 0.8 1 291 1 1000 I 709 0 I RTU-2 114 !LIBRARY ! 2293 I 25 I I 58 I 29 I 10 I 0.12 I 565 I 0.8 I 706 I 2400 I 1694 0 I RTU-3 121 !CLASSROOM 1 754 I 35 I 0 l 27 I 14 I 10 I 0.12 I 225 ! 0.8 I 282 I 1000 I 718 0 I RTU-4 122 !CLASSROOM ! 680 ! 35 I 0 ! • 24 I 12 1 10 I 0.12 I 202 I 0.8 I 252 I 1000 I 748 0 I RTU-5 . 126 HALL 1080 0 0 0 0 0 0.06 65 0.8 81 900 819 0 RTU-6 127 HALL 278 0 0 0 0 0 0.08 17 0.8 21 300 279 0 RTU-6CD 128 WORK ROOM 180 5 1 1 5 0.06 13 0.8 17 200 183 0 RTU-6 aCS 129 OFFICE 90 5 1 1 5 0.06 8 0.8 10 100 90 0 RTU-6 0 130 OFFICE 90 5 1 1 5 0.06 8 0.8 10 100 90 0 RTU-6 E TOTAL 1718 0 3 2 3 111 138 1600 1462 0 • CD 131 1CBC NURSERY ! 1013 I 25 I 0 I 26 I 13 I 10 I 0.18 I 312 I 0.8 I 390 I 1200 I 810 0 I RTU-7 re , ■ 102 HALL 2203 0 0 0 0 0 0.06 132 0.8 165 900 735 0 RTU-8 139 LARGE GROUP 373 50 19 10 5 0.06 70 0.8 87 500 413 0 RTU-8 MIS 140 MEN'S RESTROOM 292 0 6 0 0 75 . 0 0 0.8 0 350 0 450 RTU-8, EF-4 .':: 141 TOILET 58 0 1 0 0 75 0 0 0.8 0 50 0 75 RTU-8, EF-4 '" 142 TOILET 58 0 1 0 0 75 0 0 0.8 0 50 0 75 RTU-8, EF-4 -a CD 143 HALL 389 0 0 0 0 0 0.06 23 0.8 29 150 121 0 RTU-8 146 WOMEN'S RESTROOM 395 0 6 0 0 75 0 0 0.8 0 350 0 450 RTU-8, EF-4 ICC 0 148 TOILET 93 0 1 0 0 75 0 0 0.8 0 50 0 75 RTU-8, EF-4 - '�`"' • 149 TOILET . 93 0 1 0 0 75 0 0 0.8 0 50 0 75 RTU-8, EF-4 deR C.) '(E) EXIST KITCHEN 633 0 1 0 0 • 0 0 0 0.8 0 550 0 0 RTU-8 TOTAL 4587 17 19 10 225 282 3000 1268 1200 - 135 'MUSIC CLASSROOM 936 35 0 33 17 10 I 0.12 277 0.8 347 900 553 0 RTU-9 CO C) 163 !PRACTICE 54 5 1 1 5 0.06 6 0.8 7 75 68 0 RTU-9 ...... V)TOTAL 990 0 34 17 283 354 975 621 0 Cg 0) I) ■ 133 ICBC OFFICE I 1334 I 5 I I 7 I 4 I 5 I 0.06 I 98 I 0.8 ! 122 I 1200 I 1078 0 I RTU-10 CL 128 WORK ROOM 198 5 1 1 5 0.06 14 0.8 _ 18 300 282 0 RTU-11 '� . O 129 SMALL GROUP 90 5 1 1 5 0.06 8 0.8 10 150 140 0 R1U-11 CU U 'E 130 SMALL GROUP 90 5 1 1 5 0.06 8 0.8 10 150 140 0 RTU-11 :mi - I••• CD tT • TOTAL 378 0 3 2 30 38 600 562 0 CO H ■... ..r 113 SCIENCE CLASSROOM 1038 25 0 26 13 10 0.18 317 0.8 396 1050 654 I 0 RTU-12 ..� Co) N 111 PREP 154 5 1 1 I 5 0.06 12 0.8 15 150 135 0 RTU-12 Ca) r a) efi 42 ti C:=10 TOTAL 1192 0 27 14 329 411 1200 789 0 112 !SCIENCE CLASSROOM I 1043 I 25 I 0 I 27 1 14 ! 10 I 0.18 I 323 I 0.8 I 403 I 1200 I 797 0 I RTU-13 73 .. co t .-"' • - 125 !CLASSROOM I 715 I 35 1 0 I 26 1 13 I 10 I 0,12 I 216 I 0,8 1 270 I 1000 I 730 0 I RTU-14 _ _ *Dia '4"1". �j CO� CO i53A. 109 (CLASSROOM I 721 I 35 I 0 I 26 I 13 I 10 I 0.12 ! 217 ! 0.8 I 271 I 1000 I 729 0 ! RTU-15 © CD ta) =`.. 124 (CLASSROOM I 715 I 35 I 0 I 26 I 13 i 10 I 0.12 I 216 I 0,8 1 270 I 1000 I 730 0 I RTU-16 CO +-' `+�-: 108 (CLASSROOM I 721 I 35 I 0 I 26 I 13 I 10 I 0.12 I 217 I 0.8 I 271 I 1000 I 729 0 I RTU-17 I Vigil 107 !CLASSROOM I 721 I 35 I 0 I 26 I 13 I 10 1 0.12 I 217 I 0.8 I 271 I 1000 I 729 0 I RTU-18 V + � �r11 5; 97PE • f.--- 106 106 !CLASSROOM ! 721 ! 35 I 0 1 26 I 13 I 10 I 0.12 ! 217 i 0.8 I 271 I 1000 I 729 0 I RTU-19 TIS v 105 !CLASSROOM I 721 I 35 I 0 I 26 I 13 I 10 I 0.12 I 217 I 0.8 I 271 I 1000 I 729 0 I RTU-20 I �Q��T N. Rus t'<r 13,zo°'`enrc" I 104 (CLASSROOM I 721 I 35 I 0 I 28 I 13 I 10 I 0.12 I 217 I 0.8 ! 271 I 1000 I 729 0 I RTU-21 EXPIRES: 12/31/141 103 !CLASSROOM I 721 I 35 I 0 l 26 1 13 I 10 I 0.12 I 217 I 0.8 I 271 I 1000 I 729 0 I RTU-22 - 2013 100 VESTIBULE 187 0 0 0 5 0 0 0.8 0 400 400 0 RTU-23 1986 153 CONFERENCE 161 50 9 5 5 I 0.06 32 0.8 40 400 360 0 RTU-23 _ r-, TOTAL 348 0 9 5 1 32 40 800 760 0 �O 101 HERITAGE HALL 569 0 0 0 0 0 0.06 34 0.8 43 300 257 0 RTU-24 - __ .._ ,,, cc 151 CONFERENCE 78 50 4 2 5 0.06 15 0.8 18 100 82 0 RTU-24 _ . -_.____...-.----_--__ _.---------..�_.....___------_.-..._. -._.__---------._.....__.__...._..---_---.------____._...._._. _. � ,- 152 RECEPTION 261 30 8 4 5 0.06 36 0.8 45 300 255 0 RTU-24 „� VAC 10 154 OPEN OFFICE 1511 5 8 4 5 0.06 111 0.8 138 1500 1362 0 RTU-24 incorporated =rj,, 155 CONFERENCE 230 50 12 6 5 0.06 44 0.8 55 300 245 0 RTU-24 HE A 1 IN G 161 WORK ROOM 404 5 3 2 5 0.06 32 0.8 40 500 460 0 RTU-24 _ / TOTAL 3053 0 35 18 271 338 3000 2662 0 $jnce 19 86 154 OPEN OFFICE 387 5 2 1 5 0.06 28 0.8 35 1200 1165 0 RTU-25 156 (PRINCIPAL 136 5 1 1 5 0.06 11 0.8 13 400 387 0 RTU-25 S 5188 INTERNATIONAL WAY TOTAL 523 0 3 2 39 49 1600 1551 0 MILWAUKIE,OR 97279 FAX:. (503)462-6555 157 STAFF 481 25 13 7 5 0.06 61 0.8 77 1000 923 0 RTU-26 PHONE: (503)462-4822 OR CCB # 50897 150 COMMONS- SOUTH 1780 70 125 63 7.5 0.18 789 0.8 986 5000 4014 0 RTU-27 WA HVACI **125,J6 S 150 COMMONS- INTERIOR 3853 70 270 135 7.5 0.18 1706 0.8 2133 5000 2867 0 RTU-28 159 WEIGHTS 1095 10 11 6 20 0.06 176 0.8 220 1400 1180 0 -RTU-29 160 HALL 811 0 0 0 0 0 0.06 49 0.8 61 500 439 0 RTU-29 5 rTOTAL 1906 0 11 6 224 J 280 1900 1620 0167 ALCOVE 98 0 0 0 0 0.06 RT6 0.8 7 150 0 0 U-30 A . B _ri 168 TEAM 102 0 0 0 0 0 0 0.8 0 200 200 0 RTU-30 L 170 GIRLS LOCKER 584 0 3 0 0 75 0 0 0.8 0 450 0 450 R1U-30, EF-5 171 STORAGE . 100 0 0 0 5 0.06 6 0.8 8 200 200 0 RTU-30 S 172 TRAINING 102 5 1 1 5 0.06 9 0.8 11 200 200 0 RTU-30 k a y p I a n 173 BOYS LOCKER 584 0 3 0 0 75 0 0 0.8 0 450 0 450 RTU-30,EF-5 174 TEAM 109 0 0 0 0 0 0 0.8 0 200 200 0 RTU-30 - II 175 OFFICE 150 5 1 1 5 0.06 12 0.8 14 200 200 0 RTU-30 176 STORAGE 100 0 0 0 5 0.06 6 0.8 8 200 200 0 RTU-30 phase Building Addition & 177 ALCOVE 98 0 0 0 0 0.06 6 0.8 7 150 300 0 RT1J-30 S Remodel Package TOTAL 2027 6 2 1 i 44 55 2400 1500 900 166 (GYMNASIUM I 10345 I 0 I I 0 I 0 I 5 I 0.3 I 3104 I 0.8 I 3879 I 5600 I 1721 1 0 I MAU-1 date February 21,2013 . revisions . fir" Rt rt !NCE ONLY NOT APPROVED WITH THIS PERMIT - project# 11015 HVAC SCHEDULES . MO2 ■ . . iI 0/ i IBI GROUP • • OWNER FURNISHED KILN / . 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' __ — — — no ----- 1 TONEEACH DEMO TABLE IN PLUMBING I + ,Y,ny r rr ! 1 / 1 ill 1 .f ! .._. i I I i I i iTi I . f „ _ pp � fi 0 i i. . .'i l� 1 i i I I I , , 1 . I I i I Ili , I I *- 1ott - '1 `� �[-I r { - _ .- ._ m. _-'i_ ._--.. - `' ` -__ � -�•'Y ___.J-�_. _:.. �--L_ _'--F.-4,.. ..- � -- - -. I --'�-- - � ..¢--_-''_I_+ _ � �1-1--t- -'t- -- - - - ._.i-� .-- - --.�'_. _+._. �_. ' -F �l�-�- -- --'i-- —_ _--_. �.r. ! � _.J_.rt. TRENCHES AS SHOWN ... .: .� <�^ .�_�� ! ii ! I I I-_,, 1 , 1 ; I I i _ x,,. ?. �... , I . I. y • ! I i ` ' I • 'H -fd}11 1-t' �J14 �1 .J16«L,oi,.'..n E„ I� # �— ! •i } I I I ' 1 i I ; 1 1 I I I i I I i i i ' 1 i V ' I 11 1 T ,�. 1 -'1`-y I I i 1 I '1' b�* `f%Ab I .-A- __-F-- i'-------d.--.----1,----me �._._,__ ;_._ 1 -,rt F _14_4____i__141.( , - _ _.L._ 4_. _ _ I...' .-}.........J_- -4--,-- _ _;_. - _ --t-_ -4. 1- - ,._p.-.�__..-- _I._ 1 � i 1 - _ fr. • ' I3 .i I +, _- -t --1--''- •+--1 - -1 —4 - --i- i I -1---jr--t-- 1 3 . I. _ 5188 INTERNATIONAL WAY ' I - 6 i �A- i' I '-E � I I I i e + 0.,I s 1 1 I•c t3�:.4 I s' .. $: i i Ci,.-g:‘ i 1 i i 1 # 1 t I I I i -'L____11 - -I- - "' I { i ' I I ' I � i 1 rt,.._' - -'1 -- --?--_.•F'--ti---� - _i 4...,---n. . -, r ;I, ; I III I ,,, 1 -, I , i. I i 1 - I I I = ssin,z 1 E I -„ I 1 _ MILWAUKIE OR 97 i _ -TIT _i_- 1-..i--1-11-71.---L- 1---.11.-}- __ .. -_ _ —. ._ _ 222 L 1 _ i , ,' j�� + _µ _i 9 !, i .�_j'� I 1.. I � -�-I I �' A3 -� _.; i 1 ...i-'--- - Ll_.. +■ +'--- -'1- }-- tar-i ' ' ' . -- . 1 � I E I I I I I i III -- -'- -- - __ -- - I ' i � I i � .� .� i I I i I I 1 I I _� I I i 1 � I •.�-_1. _�_ I _. III ! �-- -+_- �_,� -�- + -_ �, -� � .. 'T1�-2>� FAX:. 503 i r III S I �-I I- •- �--- 1i I I /) 462-6555 -I- - I Ii , � cti* I kII : " :. _--�._'_�, ....a. _.1__ -r 1-_ . _�-.._. _• -1,--.2r---r--- --1•- -- -L._L__L-1- F 1-- ---1,-- `L,. . --_._ -4----1-1-, - -{---t.. ;...I----- -. ° i ----�.�.-i__ Yom_ - - _ ' ': , ...�._.. F 1 , I � _- -_ --r ; II i r i 1 j _. .._-I- �-_ ! I �� - 1 2 GAS BELOW SLAB _,- _•-,,V---.1.--,-._ _,.. ; i E I 1 'i I ' 1 1 I ' I ` i1---r--1-11----,-----77-7I-. �_ _. I - i _I^' _I PHONE: f503 4f]2�822 / � I ii � � 1 1 ! i 1 i I t I 1 1 1 ; ! i 1 ! I I I IIIi i , I ( Isr -� ---r---- -" --i------1----y-- -1- - ��: "i 1 __i_ I �I l _�-.., ' . --i-- ----,i- - - - _'__.-_*-. ' I I I 1 ' 1.4-1-1- 4---1- 1-4--k i € I I ; I i } I _ � � / I- W! '� 'r! - '�--- - . ' /S1S�.�,. , -T '1 : r 1 I_� 1-j, 14-•'-,_L_ -!--1-4-. _,} -! --.,--- .---!----!..--1---!. _I-4 _ -1-2,----1-- ,_i-5 { T- _,.,�-.__4-:^' '_'_. r__. .< --t----: __._�.., __-._ _ 41L,�'•%,_ � , : . i 1 T''�� I I� Y- I I IL - I I • ---I----.1----1--- .. � 1 �� - --- --I * I l r I l } 1 III : I I I I 1 E 1 I I : . ; 1 ! ii i j , f } 3 t . 1 I 1 5 ' Is ---1--_-- .-1-_-1- - -- ,. I_ .. , , OR CCB# 50897 t-r ' - 4-•Th111b ! f - ! - - k -1 , 1 Ii1 , - --T':-, ir 1-+ -a � -I-; i 1 � -- ; ---, - ;- I ' -, I ; -G I ....� —,- - , 1' - - -� WAHVACI **125 b I ! I ^-i • - € iii t{.. � ; 11 I I I i I i 1 1 1 1 , I I III ! WWII 1 j I i f 1 ! I I I I s ! I I I I ; f I I I i ' + i' _ 1 j- -1 i 1_ s r I 1 r i ! I I ---'-�-' � -� I I I 1i 'I I I i t 1 it i I , I I I ! 1 1 i i I i I Li 1 I l i �--- �--'_ i ,,;�' __.... -. � � 1 I ,_ �-• __,�•r- -+ •F---1--f--�._ ..y_ 1. '_L� Y -..._�.�,_� i-- -��r-'-;--+'-r- -I--�-•- -� I �®- T --T- --�-- - -- H _ _ _..�._.. �.r.. - ' i -'r - ____1��r � ..�'alsls� �"'�',`NGIJ�-I�:...r-''C'X�.�r��,.l�ua�_., ._ ,�... =' � .....�.."�!"°'1;.-71-.\---1-t--_1---1---: � � . ,1�-� � . ,i_.,�.,...�.>��.,::,_ .,' �.n3P� � ..._. � ..... .- 4J • 1 1/2" GAS IN WALL CAVITY 1;_ :-..;Y__- __- -. ,I___ -___,_i___ .__�. ,:: •tii 'y. y .'I."---. ...1rF .,x;74-, 7.-yfiea cW •1ER 0 . 1 1 1 I i • I I I I I I I I 1111 7 ---"-,--7111ANNIPIPPCG- 0 0 a0 U CO 0 ® (J lI� El i) l '� k e y plan 3/4" GAS DN IN WALL TO ABOVE I COUNTERTOP; SPLIT INTO (2) 1/2" GAS AS SHOWN; STUB OUT 1/2" GAS WITH BALL VALVE phase Building Addition & AT EACH STATION; (TYPICAL OF 6 STATIONS) Remodel Package date February 21, 2013 revisions • • REFERENCE ONLY project# 11015 NOT APPROVED WITH THIS PERMIT GAS PIPING • OGAS PIPING PLAN _ PLAN SCALE:�::..1/I61'-O, A 1, 1 . �::� ,.:, . ,.,�,,. . . - • M2 . 4 . lotti IBI GROUP Dull Olson Weekes - IBI Group Architects, Inc. 0 ® ® ® ® ® Ci) Ca) 10 14 12 13 '_ ! 907 SW Stark Street Portland OR 97205 USA • 1 tel 503 226 6950 fax 503 273 9192 U _. •— — -- — — -- — — — — — i — — — www.dowa-ibigroup.com www.ibigroup.com E IL.,, I I I I1 ! • I I I I I 1...11111111111.1111111111. 1 . I, I I I I I I I .: I I • _. . . _. _. ._ s I I ii/ I I I I I I I %e I ! I I ! In ir CID urrr I I ! ..\\k, / I I I I I 1 -:- - II ! ive• f I . L. GNI_ I I { I I I I I I li KRTU-30 4\c I I I . . i _I — 42) I \s. . 411-'.1 W: 1 4.d CID . • 43.1 I, I I # 1 1{( � 1 I I . 1 ce (RTU-_J ?1,/' 4 0 EF-1 rfi 'VTR /! E � - rl I ! 1 ! h ! I 1 • I I f I ' a„r CRTU-29)(RTU_IOF ' Q 0 1I RTU-1 KRTU-2 I KR I (R TU-5 I / — I ----'i ; I I I I I I +� RTU-5 1 O C..) ®D� - — -- -- — _ Q - --- � - _ -_ - - - - - — - - - - - - - - - — ,� cry \-,0. !, ,; 1 COv c9 r,E I - (RTU-3 I I !,',I ,ii�R1TU-� ! I � I I I ! E � I i ,�i • (RTU-9) • kR -16� .- .__ .. . ® �U_1 \ E � 1 / • LL ......:. I I ,_� � I1 f 1 I it 1 I a _/1 % ;,,. KRTU- 'j; • ._4 28) i L —~ \ \RTU-14) f: I RTU-27) �� 1� I ! I F-, E S' I I I I ! I I I L r_f $ ECD ,� .�i ""` _ _ _ 1---J L---] -1- , ,,,_,_:, V ....(7.) • KR TU-11) I r-,;- I I I (4/( EF_4 ! I I EI ! • I I '�—O ..7"/ + I –1-1, co 0)` EXI TING RTU TO REMAIN ; ( TU_24) i "� (f) Co RTU-E (SE VES AUDITORIUM) G — — — — — iI I - = _ — — — ^^♦♦ O O 0 W G ; IT - V I I , '' I I I I :•/ I I C4.1 _ i , \\\ 441D 7,,,• { � ��DPROF '6Oh 113 1 / --„, , . '' • 111: I (RTU-15) 1 (RTU_17) I ( U-1 ) (RTU-19) I (RTU_20) RTU-21 RTU-22) 1 (RU 26} r 1 /// I I 1 / I I I w 5=1,97PE '�///�/= R TU-12.;/ i il \\\ ;!' ,+ � .10 ,, a t \ O.9 C�4Y i 1 2 (v • I! �R Tu_13) I I I I I I I %f, � KR-1U-25) I I I I FIPT N R' ' RTU-23} IEXPIRES: 12/31/141 1986 2013 EF-3 ' O I • I''el VTR I I I k I _-_ ._. 1.. - I I _ I --_. . :Cs 77.72Siat E I ...,...,,..e...," b' 1-<;... \,...;.0 — — — — — — — — — — r -+ —i — — — — — — — Ii I I I I ! i + 1 1 1 I I I 1 1. .. • _ _�-:__.: -__._:_ ` - VAC \; I incorporated ``; H E A i h# G ® `J E (If I 6-2) 0 since 1986 • 5188 INTERNATIONAL WAY MILWAUKIE,OR 97222 FAX:. 503 462-6555 PHONE: 503 462-4822 • OR CCB# 50897 WA HVACI **125J6 Ili• k e y p I a n phase Building Addition & Remodel Package • . date February 21, 2013 • revisions REFERENCE ONLY project# 11015 NOT APPROVED WITH THIS PERMIT HVAC (T'\HVAC ROOF PLAN Q ROOF PLAN M2.51/16'1=1-0". .SCALE: 1/16a=1 _OA ,....,., ., „ .. LL...,,.....,..,.,,.,.., ` M2 . 5 GENERAL NOTES TT TT 1. DO NOT SCALE DRAWINGS. FIELD VERIFY < < RO DIMENSIONS PRIOR TO FABRICATION AND GROUP INSTALLATION OF COMPONENTS. • 2. DRAWINGS ARE DIAGRAMMATIC ONLY. ACTUAL SIZE AND LOCATION OF EQUIPMENT, DUCT WORK Dull Olson Weekes - IBI Group AND PIPING MAY VARY DUE TO MANUFACTURER OR Architects, Inc. FIELD CONDITIONS. COORDINATE INSTALLATION OF MECHANICAL SYSTEMS WITH OTHER TRADES TO • PROVIDE ADEQUATE CLEARANCE AND ACCESSIBILITY AS REQUIRED BY MANUFACTURERS. 907SW Stark Street Portland OR 97205 USA tel 503 226 6950 fax 503 273 9192 RTU UNION OR 1$" LANG VIBRATION PAD (4) PLATED #10 TEK GOVERNI GACIODES ANDL REOGULATIONS. THE www.dowa-ibigroup.com www.ibigroup.corn • (4) C� (MAX) GAS FLEX XL3/ " #10X 3/4 SCREWSCREWSIt1 PRESSURE TAP 16 GA X 6" SEISMIC CLIP ABOVDUCTWORK INSIDE- CEILINGS, UNO. WALLS AND/OR • MP REGULATOR s -� EACH SIDE (TOTAL 4) • SEE ARCH. DWGS. 5. ALL SHARP RADIUS (R<1.5) ELBOWS SHALL BE NAILER STRIP -1,_� FOR FLASHING. FURNISHED WITH TURNING VANES. `- I y 6„ - -111 1 I - SHUT OFF VALVE UNIT CURB (1) 6. DUCTWORK SHALL BE FABRICATED AND (BALL VALVE) CANT STRIP (BY OTHERS) INSTALLED PER SMACNA STANDARDS. SUPPORT `h 14„ 1 1/2" RIGID -`� ',,' DUCT WORK PER OMSC 603.10. SEAL DUCTWORK _ INSULATION ;: ATLERNATE: (4) A34 PER RS-18, 1/2" SP TO 1" SP SEAL TRANSVERSE --,----- ,,f Com. ../-- . .,..:;1. } _ /�>t ATTACHMENT OF CURB TO ::.., ,,-,•, EACH SIDE OF RTU JOINTS. 1/2" STRUCTURE BY OTHERS ",_ T�, �� 3 MIN � (.,14.. ..:,,,, � *yA, rl iv CURB '" - 7. ALL SUPPLY, RETURN AND OUTSIDE AIR DUCTS --,0.:::;;;';'-..:;:i':,-;;;'-');•/,' SHALL BE INSULATED AND SEALED PER 2010 } :�� •' • 6" _�. �.,:�l: . \(• DRIP-LEGLEVELER OREGON ENERGY EFFICIENCY SPECIALTY CODE 1 ' : `.•: . : ROOFy PT ,;. ..,, ` "' ' . 503.2.7. INTERIOR DUCTS SHALL BE INSULATED PVC PIPE TRAP WITH CONDENSATE DRAIN 48" MIN - I r '_._____ __ __ __ .___.�* ABOVE THE BUILDING BARRIER. . X DRAIN PLUG /172X12 CONCRETE SPLASH BLOCKORV 8. INSTALL VOLUME DAMPERS IN ALL DUCT RUNS 1. THREAD PIPE TO PV ADAPTERTO FINAL SUPPLY TERMINALS. GAS PIPING TO GAS METER ON CONDENSATE WASTE CONNECTIONSA , ON NEOPRENE PAD, BY OTHERS. 2. DISCHARGE AWAY FROM UNIT SERVICE SECURE TO BLOCK W/ ROOF OPENING AREAS r s EXCEPT THE VERIFY WITH ROOF TYPE. PF600 2 HOLE. GALV. STRAP - 9. ALL ROUND DUCTS SHALL BE RIGID, " 3. TRAP NOT REQUIRED ON INTERNALLY PF600 AND (2) #$-1"LG SCREWS TRAPED UNITS_ PROVIDE SUPPORT PER PIPE SUPPORT , LAST 5'O WHICH MAY BE FLEX ABOVE A 1-BAR `� (E) JOIST CEILING. • 4. LOCATE SPLASH BLOCK MIN 6" � SCHEDULE_ " \ -' 10. ALL MOTORIZED OUTDOOR AND EXHAUST FROM TRAP ,,r'• DAMPERS SHALL HAVE A MAXIMUM LEAK RATE OF 0) _,__ ___w._...._.____ __._ __.-_-_-� -___._ 4 CFM PER SOFT ® 1" WG PER AMCA 500-1998, 7:3 ALL STRUCTURAL AND CURB LEVELING BY OTHERS. EXCEPT PACKAGED EQUIPMENT SHALL BE 20 0 CFM/FT 01" WG. E Si ROOFTOP UNIT 2 ROOF CURB DETAIL 11. A CD Ms.1 SCALE: DETAIL Ms.t SCALE: DETAIL • ALL BRANCH DUCTS FEEDINGEINDIVIDUAL �� .�� .� �.�.��.�.� � �� ..�°."�°�� .��"��"�� DIFFUSERS SHALL HAVE DAMPERS AT TAKE-OFFS FOR BALANCING. PROVIDE ACCESS PANELS TO DAMPERS. • 12. LINE FIRST 10 FT OF SUPPLY, RETURN AND 0 EXHAUST DUCTS FOR SOUND. 5 FT MAX 13. SMOKE DETECTORS SHALL BE INSTALLED IN Z3 DUCT 2" WIDE 'DURODYNE' FLEX STRAP OR RETURN DROP AND SHALL DEACTIVATE THE O \T SUPPORT SLOPE 1/2" MAX _ - EQUAL DUCT SUPPORT W/ WIRE OR EQUIPMENT UPON SENSING SMOKE. INSTALL SMOKE 0 '`,rHANGER STRAP TO STRUCTURE. DETECTOR IN SUPPLY AIR DUCT ONLY WHERE PER LIN FT REQUIRED BY LOCAL AUTHORITY. SMOKE DETECTORS _� -- p REQUIRED IN ALL SYSTEMS >2000 CFM. OMSC 0 c) -r- .-_--- ----��„ FLEX DUCT, SAME 606.2. ALL AIR MOVING SYSTEMS >2000 CFM SHALL • 0 r _ SIZE AS GRILL NECK BE EQUIPPED WITH AUTOMATIC SHUTOFF PER OMSC V CONDENSING UNIT RADIUS: 1.5X DUCT SIZE 606.21 ---•. -- 14. FIRE SMOKE DETECTOR INDICATOR SHALL Cn Cy) :E • BE INSTALLED WHERE SHOWN. INSTALL INNOVAIR .- M - ..-----, 3/80 X 2" LG HEX SSK451 WITH PS24LQ AND PS12/24LSW. REQUIRED (y �, �� - ''� HEAD SDS SCREW ADD INCREASER ! • WHERE CFM >2000 AND NO BUILDING ALARM CV TYPICAL 4 PLACES HERE AS NEEDED SYSTEM (B.A.S.) IS PRESENT. (OMSC 606.4.1) f� /1 \. 12" MAX SURFACE MOUNT CC MAIN OR BRANCH 15. INSTALL HVAC UNITS ON LEVEL CURBS. SECURE Q �,. -'x�^~ no ____21-----1/2" EPDM DUCT ALL UNITS >400 LBS WITH SEISMIC RESTRAINT. SEE . • GROMMET. TYP. PLANS FOR DETAILS. L.. �.. , i i ( ( / 7 / ' I1 , y ;, 1 ; T-BAR MOUNT: td DIFFUSER SEE SCHEDULE ■� • , 1 // ,/ ,, ; ; 1 FOR TYPE AND SIZE L l ; , r �! SECURE TO T-BAR GRID W/ 16. ALL OUT SIDE AIR INTAKES SHALL BE AII- ' a ` ' ' '' I '`; ; ` � (4) APPROVED FASTENERS MINIMUM OF 10 FT FROM EXHAUST FNS OR 'i .�,: ! �1,,', `k 1 1 `1 ; �� LOCATED WITHIN 3 INCHES PLUMBING VENTS. I I -,-- < 1 s- '" OF GRID INTERSECTIONS. s-- I I / .- 17: PROVIDE PROTECTIVE GUARDS FOR ALL HVAC e1 UNITS LOCATED WITHIN 10 FT OF A ROOF EDGE t 1= OR LEDGE GREATER THAN 30 INCHES FROM THE FLOOR. MS .COto I. . /' a) ' 5 a) ‘.-- c) / 1 4I 4 TYPICAL DIFFUSER - f� M6.1 SCALE AIR SUPPLY AND • Ch cr) -,,..‹,:''''`'l i j\,___..----"_ ,`',.� -� SHALL HAVE MOTORIZED DAMPERS HTHAT CLOSE SYSTEMSvlina cn co (.0 -673. �,f WHEN THE SYSTEM IS SHUT OFF, DURING BUILDING CD CO O O `.,. ~` �� .! I WARM-UP, COOL DOWN AND/OR SETBACK. Q �.7,, s.-�1 �, SHEET METAL COVER 19. ALL INDIVIDUAL HVAC SYSTEMS SHALL HAVE -(1) HONEYWELL VISION PRO 8000 PROGRAMMABLE' �•. `��... W/ NO SEAMS /1THERMOSTAT UNLESS NOTIFIED OTHERWISE. MOUNT c ,O PROFF �c11'� -`�� ;-.rte Aoya LONG DIMENSION , ' PARRALLEL TO '�_ ` `` ,_ ' PREVAILING WIND r.STAT AT 48" A.F.F., EXCEPTIONS: „ + i N 44.0j 4v 58 =7PE 'A 7' �` "`• 19A) FOR TEMP HEAT UNITS (SHELL BUILDINGS) �. / `� �'.. USE HONNEYWELL T81001136; dir 36" _,x .,,.-- v..,„ ROOF EXHAUST FAN + :s , 4X4 P.1.LONG RAIL 19B) FOR UNIT HEATERS (FREEZE PROTECTION. -23 ✓G ok v SECURED TO ROOF ONLY) USE TEMP STAT MODEL TS41 SET AT 41 DEG IP tY ; ,24 ��, F AND MOUNTED NO LOWER THAN THE UNIT 'PT N. RAS ri FLASHING BY G.C. AND HEATER. - . ) COUNTERFLASHING BY M.C. IEXPIRES: 12/31/i 41 n FACTORY CURB 20. ELECTRICAL CONTRACTORS SHALL COORDINATE ,OCONDENSING D EN SI N UNIT Sc CANT BY M.C. ELECTRICAL REQUIREMENTS WITH THE MOST RECENT 1986 2013 _.._. ... ..._ . . •.__ FINISHED ROOF • _ • .... . - ,t,----------1 ��:,� REVISION OF THESE PLANS AND THE SUBMITTALS '�; k� PRIOR TO CONSTRUCTION. HVAC INC SHALL NOT BE M6.1 SCALE: DETAIL ,Y ,J }: -- INVERTED CONE AS REQUIRED RESPONSIBLE FOR ELECTRICAL CONTRACTORS - '1.!,, '` 4`"'llr-r•--.� r FOR HIGH FLOW RATES FAILURE TO REVIEW AND CLARIFY ANY =. ___.. ._"^ ,� y E DISCREPANCIES PRIOR TO ANY CONSTRUCTION. Aga} - 1.• • • DUCT - SIZE AS , I ,,,.-GLOBE VENT CAP O „> • SHOWN ON PLANS r GENSCO CVP OR EQUAL O j f , + �- � incorporated 4�� GRAVITY BACKDRAFT DAMPER5 • BIRDSCREEN �A_ HEA TING St • . gime 19$6 (I \ROoF EXHAUST FAN 1 I i i �" mil i M6.1 1SCALE DETAIL .i; ! ' I i �'� VENT HEIGHT STRUCTURAL MEMBERS _ ;III I i ; , � ABOVE ROOF MIN. 12" 5188 INTERNATIONAL WAY . \ '" ' `' OR 9797' illlit ; ! !i! MILWAUKIE, REFER TO SMAtNA ! I FOR CONNECTION '''� FAX:. (503)462-6555 STORM COLLAR / 1 PHONE: (503)4624822 TYPES FLASHING CONE OR CCB# 50897 MACHINE BOLT __. --I FLAT ROOF WA HVACI **125J6 t i 2 ,i 1" x 20 GA `l; i ! , � i ii , STRAP ' PITCHED ROOF ' ROOF CUT/PATCH AND t REMOVABLE WEATHERPROOF --7''''`;:-t A B SEAL BY OTHERS. -; ,_�.� STRUCTURAL MEMBERS . ' HOUSING = REFER TO SMA'CNA i y -~ „i ,I til FOR CONNECTION• CONTINUOUS `i I ' fr- key plan TYPES /"... BIRD SCREEN � M /4ARD 7/1///////// ( \GLOBE VENT phase Building Addition & MACHINE BOLT //////////47/1///////f/ BASESTAN, FAS ENCURB PER M6.1 SCALE:..DET.... .. ............. .... AIL Remodel Package MANUFACTURER'S DUCT - lii- j RECOMMENDATIONS •>_' date Februa 21, 2013 1" x 20 GA. STRAPFLASHING, CANT AND February I. INSULATION BY OTHERS REFER TO SMACNA HVAC DUCT CONSTRUCTION MANUAL FIGURE 4-1, FIG. 4-2, 4ROOF revisions AND FIG. 4-4 FOR UPPER ATTACHMENTS OF HANGERS. REFER TO TABLE 4-2 , FOR HANGER SIZES. . DUCT --------4.- ti " ---2X SEE STRUCTURAL PLAN GRAVITY . DUCT HANGING DETAIL BACKDRAFT DAMPER M6.1 SCALE: DETAIL 7 RELIEF HOOD project# 11015 5 ,w. REFERENCE ONLY M6.1 .SCALE: DETAIL NOT APPROVED WITH THIS PERMIT HVAC DETAILS . M 6 M6 . 1 . 1 ii 1 1 lie 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.com POWER DEVICES r / LIGHTING DEVICES ' � TELECOMMUNICATION DEVICES 1 I ABBREVIATIONS DRAWING INDEX O DUPLEX RECEPTACLE [+ 18"] 0 SURFACE MOUNTED LIGHT FIXTURE V DATA OUTLET [+ 18") (EF EXISTING TO REMAIN FUTURE DWG DESCRIPTION lip ( HALF-SWITCH RECEPTACLE [+ 18"] • SURFACE MOUNTED EMERGENCY LIGHT FIXTURE V DATA OUTLET [ABOVE COUNTER] (R) EXISTING TO BE RELOCATED E0.01 ELECTRICAL TITLE SHEET (D) EXISTING TO BE DEMOLISHED E0,02 LIGHTING FIXTURE LIST Q ISOLATED RECEPTACLE [+ 18"] 0 SURFACE MOUNTED LIGHT FIXTURE 2 DATA OUTLET ON CEILING. AB ABOVE COUNTER BACKSPLASH TELEPHONE OUTLET [+ 18" AC ALTERNATING CURRENT E1.00 ELECTRICAL SITE PLAN DUPLEX RECEPTACLE [ABOVE COUNTER] • SURFACE MOUNTED EMERGENCY LIGHT FIXTURE ] A, AMP AMPERES DOUBLE DUPLEX RECEPTACLE + 18" TELT PHONE OUTLET [ABOVE COUNTER] AFF ABOVE FINISHED FLOOR E2.10 FLOOR PLAN SECTOR A - POWER & SIGNAL [ ] RECESSED FLUORESCENT LIGHT FIXTURE AFG ABOVE FINISHED GRADE E2.11 FLOOR PLAN SECTOR B - POWER & SIGNAL V COMBO. TELE/DATA OUTLET [+ 18"] AFI ARC-FAULT CIRCUIT INTERRUPTER E2.12 FLOOR PLAN SECTOR C - POWER & SIGNAL lrt DOUBLE DUPLEX RECEPTACLE [ABOVE COUNTER] RECESSED EMERGENCY LIGHT FIXTUREAHJ AUTHORITY HAVING JURISDICTION O SINGLE RECEPTACLE [+ 18"] RECESSED FLUORESCENT LIGHT FIXTURECOMBO. TELE/DATA OUTLET AL EQUIPMENT SHORT CIRCUIT INTERRUPT RATING. E3.01 ELECTRICAL ONE-LINE DIAGRAMS [ABOVE COUNTER] AIC DUPLEX RECEPTACLE IN CEILING , RECESSED EMERGENCY LIGHT FIXTURE ALC AUTOMATIC LIGHTING CONTROL E6.10 FLOOR PLAN SECTOR A - LIGHTING 8 FLUSH FLOOR BOX DATA OUTLET ATS AUTOMATIC TRANSFER SWITCH E6.11 FLOOR PLAN SECTOR B -- LIGHTING DOUBLE DUPLEX RECEPTACLE IN CEILING • • PENDANT LIGHT FIXTURE AUX AUXILIARY E6.12 FLOOR PLAN SECTOR C - LIGHTING V DATA OUTLET FOR WIRELESS NODE AWG AMERICAN WIRE GAUGE 2 PEDESTAL MOUNTED DUPLEX RECEPTACLE , PENDANT EMERGENCY LIGHT FIXTURE C CONDUIT ,,..r. ® SPECIAL DATA OUTLET [+ 18"] CB CIRCUIT BREAKER O FLUSH FLOOR BOX DUPLEX RECEPTACLE , o Vo, TRACK LIGHTING SYSTEM CKT UI PEDESTAL MOUNTED DATA OUTLET CCEILING ® SPECIAL PURPOSE POWER RECEPTACLE [+ 18"] F 0 I STRIP LIGHT FIXTURE CT CURRENT TRANSFORMER 0 a ' CU COPPER E ® ELECTRICAL EQUIPMENT CONNECTION 1 • 1 EMERGENCY STRIP LIGHT FIXTURE DC DIRECT CURRENT ® POWER/DATA POLE [a RECESSED DOWNLIGHT r SIGNAL DEVICES DIAL DIAMETERa) DISCONNECTCe / DIV DIVISION I,I MAGNETIC STARTER 1 RECESSED EMERGENCY DOWNLIGHTCDVOLUME CONTROL [+ 45"] DP DISTRIBUTION PANEL , ❑-, SAFETY SWITCH 0> WALL WASH FIXTUREDWG DRAWING0 © AUDIO/VISUAL OUTLET [+ 18"] EF EXHAUST FAN :mow FUSED SAFETY SWITCH LH Oi WALL MOUNTED LIGHT FIXTURE VIDEO OUTLET [+ 18"] EMCEMT ENCLOSURE ELECTRICAL METALLIC TUBING 0, ELECTRICAL MOTOR CONNECTION WALL MOUNTED EMERGENCY LIGHT FIXTUREFA FIRE ALARM IV — ® MICROPHONE OUTLET [+ 18"] FAA FIRE ALARM ANNUNCIATOR 'V CD SINGLE-POINT ELECTRICAL CONNECTION PENDANT MOUNTED LIGHT FIXTURE CLOCK [+96] FBO FURNISHED BY OTHERS O FC FOOT CANDLES El PUSH BUTTON CONTROL [+ 45"] PENDANT MOUNTED EMERGENCY LIGHT FIXTURE C TIME CLOCK (TIME SWITCH) FLA FULL LOAD AMPERES FSD FIRE/SMOKE DAMPER 0 F.) • UP/DOWN/STOP PUSH BUTTON CONTROL [+ 45"] O SURFACE MOUNTED LIGHT FIXTURE ;1()® CLOCK/SPEAKER WALL UNIT GEN GENERATOR _ 0 ^ 0 TRANSFORMER GFI GROUND FAULT CIRCUIT INTERRUPTER • u) SURFACE MOUNTED EMERGENCY 0 SPEAKER-CEILING MOUNTED GND GROUND / COMBINATION POWER/DATA/TELE 1 LIGHT FIXTURE HP HORSEPOWER V CH SPEAKER-WALL MOUNTED [+84] HTR HEATER Cf) ) 0 FLUSH FLOOR BOX I T n LINEAR WALL MOUNTED LIGHT FIXTURE IG ISOLATED GROUND v, QQ JUNCTION BOX OO THERMOSTAT [+45] KCMIL THOUSAND CIRCULAR MILS = -C = co LINEAR WALL MOUNTED EMERGENCY FIXTURE KW KILOWATTS N ® J-BOX - W/ EMERGENCY CIRCUIT THEATRICAL LIGHTING DMX CONTROL OUTLET KVA KILOVOLT-AMPERES ■— 1--- 4- FLOOD LIGHT FIXTURE LTG LIGHTING I = C . rn ® FLUSH AUTOMATIC DOOR ACTUATOR [+45"] =1+ POLE ARM MOUNT LIGHT FIXTURE a BUZZER LCF` LIGHTING CONTROL PANEL I CO IY MAX MAXIMUM I C O ® CONTROL RELAY U LIGHTED BOLLARD MB MAIN BREAKER en p MCA MINIMUM CIRCUIT AMPERES .� 11( EMERGENCY LIGHTED BOLLARD FIRE ALARM DEVICES ` MDPR MAIN DISTRIBUTION PANEL I e 'L.. rj ® ® POLE TOP MOUNT LIGHT FIXTURE �� MIN MINIMUM 'L �F FIRE ALARM HORN/STROBE [+ 881 MISC MISCELLANEOUS a) `=P BATTERY PACK EMERGENCY LIGHT FIXTURE MLO MAIN LUGS ONLY IE FIRE ALARM PULL STATION [+ 451 MSP MAIN SERVICE PANEL U ^, }' / ❑B REMOTE EMERGENCY BATTERY BALLAST El INTERCOM HORN [+ $$"] MTD MOUNTED O W r 8 0 a STEP LIGHT NEC NATIONAL ELECTRICAL CODE - \ F FIRE ALARM STROBE + 88" NEMA NATIONAL ELECTRICAL MFGR'S ASSOCIATION. "a cz DISTRIBUTION & EQUIPMENT CEILING MOUNTED EXIT SIGN O1 [ ] NLS NIGHT LIGHT E .U) � ti ti HEAT DETECTOR r--- NTS NOT TO SCALE CO (SIGN FACE) O }� �� OFCI OWNER FURNISHED, CONTRACTOR INSTALLED C!) + FLUSH ELECTRICAL PANEL [MAX 6'-6" TO TOP] I WALL MOUNTED EXIT SIGN [+ 18" ABOVE DOOR] LI MAGNETIC DOOR HOLDER 0E01 OS OWNER FURNISHED, OWNER INSTALLED Cl) W p O o OCCUPANCY SENSOR SURFACE ELECTRICAL PANEL [MAX 6'-6" TO TOP] � COMBO EXIT SIGN/ N CONTROL MODULE PHPHASE . PH, 0 PANEL CV in in EMERGENCY LIGHT [+ 18" ABOVE DOOR] co ® ALARM MODULE SDP SUB DISTRIBUTION PANEL t i FLUSH CONTROL PANEL [MAX 6'--6" TO TOP] $ SINGLE-POLE SWITCH [+ 45"] SWBD SWITCHBOARD . O DUCT SMOKE DETECTOR SWGR SWITCHGEAR ' : 1 SURFACE CONTROL PANEL [MAX 6'-6" TO TOP] $2 TWO-POLE SWITCH [+ 45"] TB TERMINAL BOARD 0 PHOTO ELECTRIC TYPE SMOKE DETECTOR TEL TELEPHONE I 0 U.G. VAULT $3 THREE-WAY SWITCH [+ 45"] TK INSTALL TOE KICK 0IONIZATION TYPE SMOKE DETECTOR TYP BASE & SOCKET $4 FOUR-WAY SWITCH [+ 45"] TYPICAL ® FIRE/SMOKE DAMPER UPS UNINTERRUPTIBLE POWER SUPPLY SINGLE POLE-KEY SWITCH [+ 45" V VOLTS ] VA VOLT-AMPERES ® FIRE DOOR RELEASE • $S SWEEP SWITCH [+ 45"] VFD VARIABLE FREQUENCY DRIVE BEAM DETECTOR TRANSMITTER VR VANDAL RESISTANT $S3 SWEEP SWITCH - 3 WAY [+ 451 W WATT • O C BEAM DETECTOR RECEIVER W/ WITH �,<p �'ROFF $LV LOW VOLTAGE SWITCH [+ 45"] W/O WITHOUT I \'� �: v ; 21 SPRINKLER FLOW SWITCH WG WIRE GUARD I c, ��- a / $1,4 MOMENTARY LOW VOLTAGE SWITCH [+ 45"] WP WEATHERPROOF Ira-_kIr. O SPRINKLER TAMPER SWITCH • XFMR TRANSFORMER -) * REFERENCE SYMBOLS & WIRING , K KEYED MOMENTARY LOW'VOLTAGE SWITCH [+ 45"] g BELL a / s��A 2a,ll ,, •Q� DIMMER SWITCH [+ 45 ] 0 KNOX BOX a I yeN M. i_ooL CONDUIT WITH $fl OCCUPANCY SENSOR SWITCH [+ 45"] NURSE CALL GROUND CONDUCTOR 120V IONIZATION TYPE SMOKE DETECTOR0 EXPIRES 12_31- ` —NEUTRAL CONDUCTOR $P SINGLE-POLE SW. W/PILOT LIGHT [+ 45"] W/ INTEGRAL HORN/STROBE NURSE CALL CORRIDOR LIGHT CEILING MOUNTED I PHASE CONDUCTOR 120V PHOTO ELECTRIC TYPE SMOKE I HOMERUN ARROW O LIGHTING RELAY DETECTOR W/ INTEGRAL HORN/STROBE -- NURSE CALL CORRIDOR LIGHT WALL MOUNTED , as OCCUPANCY SENSOR ONE WAY CEILING MOUNT a / Cal NURSE CALL ANNUNCIATOR PANEL PLAN NOTE MARK CI> OCCUPANCY SENSOR TWO WAY CEILING MOUNT ' SECURITY DEVICES \ NURSE CALL EMERGENCY STATION (PULL CORD) © os OCCUPANCY SENSOR 360' CEILING MOUNT SHEET REFERENCE MARK 1 NURSE CALL PATIENT STATION (TWO-WAY COMM) OQ OCCUPANCY SENSOR DUAL-TECH CEILING MOUNT OG BREAK GLASS DETECTOR © as MECHANICAL. EQUIPMENT NOTE MARK p OCCUPANCY SENSOR PASSIVE INFRARED CEILING MOUNT SECURITY MOTION SENSOR a NURSE CALL DUTY STATION II FOUR WAY SECURITY MOTION SENSOR M NURSE CALL MASTER STATION Ou OCCUPANCY SENSOR ULTRASONIC CEILING MOUNTa O SHOP EQUIPMENT NOTE MARK UL OCCUPANCY SENSOR ULTRASONIC CEILING MOUNT SECURITY CAMERA KITCHEN EQUIPMENT NOTE MARK LINE VOLTAGE ® INFRARED DOOR ACCESS [ABOVE DOOR] a / . al( XXXXX ) FEEDER MARK OCCUPANCY SENSOR WALL MOUNT ® SECURITY KEYPAD [+ 45"] LI N E TY P E LEGEND ® OCCUPANCY SENSOR POWER PACK © MAGNETIC DOOR SWITCH [+ ]XX STANDARD MOUNTING HEIGHT UNLESS OTHERWISE NOTED ON DRAWINGS Pt PHOTOCELL _ -- UNDER GROUND ❑E ELECTRIC STRIKE E AUTO-TRANSFORMER DIMMER _ ABOVE GROUND, IN WALL, CEILING, ETC. k e y p l a n 0 PANIC DEVICE ELECTRIC LATCH HOLD OPEN I� 0 NEW EQUIPMENT (TYPICAL) ® MAGNETIC LOAD TRANSFER ® MAGNETIC DOOR LOCK EMERGENCY RELAY i� p EXISTING EQUIPMENT (TYPICAL) REFERENCE ONLY phase Building Addition & © LIGHTING CONTACTOR 0 CENTRONIC DOOR CLOSER NOT APPROVED WITH THIS PERMIT Remodel Package ® CARD READER [+ 45"] E ;-r DEMOLISHED EQUIPMENT (TYPICAL) r Ra I REQUEST TO EXIT DEVICE , _ date February 21, 2013 _ - -- - .± - =- -: revisions F _, mos — = _= -----_. . - An MDU Company OREGON ELECTRIC CONSTRUCTION, INC. • 1010 S.E 11th AVENUE • PORTLAND, OREGON 97214-2507 • • (503) 234-9900 • FAX (503) 234-1001 • 6915 SW MACADAM AVE. SUITE 200 gy r /111 PORTLAND, OREGON 97219 project # 11015 PHONE: 503.892.1 188 FAX: 503.892.1 190 lc E B ASSOCIATES , INC . ELECTRICAL TITLE SHEET CONTACT... TOBIN BATEEN CONSULTING ENGINEERS engineering@mke—inc.com MECHANICAL AND ELECTRICAL SYSTEMS PROPRIETARY STATEMENT THE ELECTRICAL DESIGN AND CALCULATIONS ON THESE DRAWINGS ARE FOR THE EXCLUSIVE USE/CONSTRUCTION BY OREGON ELECTRIC GROUP. THESEE0 • 01 DRAWINGS ARE NOT TO BE USED FOR COMPETITIVE BIDDING PURPOSES. ANY REUSE OR REPRODUCTION OF THESE DOCUMENTS WITHOUT WRITTEN PERMISSION OF OREGON ELECTRIC GROUP IS STRICTLY FORBIDDEN. ALL RIGHTS RESERVED. ANY REPRODUCTION OR MODIFICATION OF THIS DOCUMENT IS PROHIBITED WITHOUT THE PERMISSION OF MKE & ASSOCIATES. INC. . . . . . t 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.com TYPE DESCRIPTION, BRAND AND CATALOG NUMBER LAMPS REQUIRED A RECESSED, 2X4 2-LAMP T5H0 FLUORESCENT DIRECT/INDIRECT FIXTURE, FROSTED ACRYLIC LENS, D2 RECESSED, 1-VERTICAL, 42-WATT, FLUORESCENT OPEN DOWNLIGHT FIXTURE, 6" APERATURE, SA POLE MOUNTED AREA LIGHT WITH ONE 250W MH LAMP TYPE III DISTRIBUTION. ELECTRONIC WITH ONE, TWO LAMP, PROGRAM START, PENTRON T5H0, MULTI-VOLT ELECTRONIC BALLAST, HAZE REFLECTOR TRIM, WITH MULTI-VOLT ELECTRONIC BALLAST, AND TRIPLE TUBE, MULTI-VOLT BALLAST. AND TWO, 54 WATT, PENTRON T5H0, 3500 KELVIN, 85 CR1, ECOLOGICAL LAMPS. 3500 KELVIN, 85 CRE, ECOLOGICAL LAMP. (288) INPUT WATTS PER FIXTURE (1.38) AMPS AT 208 VOLTS (117) INPUT WATTS PER 4' FIXTURE (.98)AMPS AT 120 VOLTS (46) INPUT WATTS PER FIXTURE (.39) AMPS AT 120 VOLTS MANUFACTURER AND SERIES TO BE DETERMINED METALUX # 2ALNG-254T5-UNV-EBTI-U 2-EP54T518351EC0 HALO COMMERCIAL # PD6-V142E-62HH 1-CF42DTE18351ECO SA2 SAME AS TYPE 'SA' EXCEPT WITH TYPE II DISTRIBUTION. AE SAME AS TYPE 'A' EXCEPT WIRED TO EMERGENCY GENERATOR CIRCUIT FOR 90 MINUTE D2E SAME AS TYPE D2' EXCEPT WIRED TO EMERGENCY GENERATOR CIRCUIT. (288) INPUT WATTS PER FIXTURE (1.38)AMPS AT 208 VOLTS EMERGENCY EGRESS LIGHTING OPERATION. (46) INPUT WATTS PER FIXTURE (.39) AMPS AT 120 VOLTS (117) INPUT WATTS PER 4' FIXTURE (.98)AMPS AT 120 VOLTS MANUFACTURER AND SERIES TO BE DETERMINED HALO COMMERCIAL # PD6-V142E-62HH 1-CF42DTE1835IECO METALUX #2ALNG-254T5-UNV-EBTI-U 2-FP54T5/835/ECO SB POLE MOUNTED AREA LIGHT WITH LED LIGHT SOURCE. D3 SAME AS TYPE 'D' EXCEPT LENSED FOR WET LOCATION (110) INPUT WATTS PER FIXTURE (.92)AMPS AT 120 VOLTS AF SAME AS TYPE 'A' EXCEPT WITH FLANGE KIT FOR HARD LID CEILING (46) INPUT WATTS PER FIXTURE (.39) AMPS AT 120 VOLTS (117) INPUT WATTS PER 4' FIXTURE (.98)AMPS AT 120 VOLTS MANUFACTURER AND SERIES TO BE DETERMINED HALO COMMERCIAL # PD6-H142E-62HIGDF 1-CF42DTE/8351EC0 METALUX #2ALNF-254T5-UNV-EBTI-U 2-FP54T518351EC0 OR EQUAL SPECTRUM R RECESSED, 4X4 4-LAMP T5H0 FLUORESCENT ROUND LUMINOUR FIXTURE, WHITE CONCAVE W ACRYLIC LENS, WITH TWO, TWO LAMP, PROGRAM START. PENTRON T5H0, MULTI-VOLT ELECTRONIC BALLASTS, AND FOUR, 54 WATT, PENTRON T5H0, 3500 KELVIN, 85 CRI, 0 Al RECESSED. 1X4 1-LAMP T5H0 FLUORESCENT DIRECT/INDIRECT FIXTURE, FROSTED ACRYLIC LENS, ❑3E SAME AS TYPE 'D3' EXCEPT WIRED TO EMERGENCY GENERATOR CIRCUIT. ECOLOGICAL LAMPS. WITH ONE, ONE LAMP, PROGRAM START, PENTRON T5H0, MULTI-VOLT ELECTRONIC BALLAST, (46) INPUT WATTS PER FIXTURE (.39) AMPS AT 120 VOLTS (234) INPUT WATTS PER 4' FIXTURE (1.96) AMPS AT 120 VOLTS AND ONE, 54 WATT, PENTRON T5H0, 3500 KELVIN, 85 CRI. ECOLOGICAL LAMP. (59) INPUT WATTS PER 4' FIXTURE (.49) AMPS AT 120 VOLTS HALO COMMERCIAL # PD6-H142E-62HIGDF 1-CF42DTE1835!ECO PRUDENTIAL # P8940-4T5H0-CWA-TMW-DC-UNV-X1-RSE 4-FP54T5/835/ECO ��/t OR EQUAL SPECTRUM �•I METALUX # ALNG-154T5-UNV-EBTI-U 1-FP54TS1835/ECO U RE SAME AS TYPE 'R' EXCEPT WIRED TO EMERGENCY GENERATOR CIRCUIT FOR 90 MINUTE ' F4 SURFACE, 1-LAMP. 4-FOOT; FLUORESCENT OPEN STRIP FIXTURE WITH WIREGUARD OPTION, EMERGENCY EGRESS LIGHTING OPERATION. al=ONION Al E SAME AS TYPE 'Al' EXCEPT WIRED TO EMERGENCY GENERATOR CIRCUIT FOR 90 MINUTE WITH ONE. ONE LAMP, OSRAM, QHE, MULTI-VOLT PROGRAM START OCTRON T8 BALLAST, (234) INPUT WATTS PER 4' FIXTURE (1 96)AMPS AT 120 VOLTS - sMEN EMERGENCY EGRESS LIGHTING OPERATION AND ONE, OSRAM XPS, 32 WATT. OCTRON T8, 3500 KELVIN, 85 CRI, ECOLOGICAL LAMPS. (59) INPUT WATTS PER 4' FIXTURE (.49) AMPS AT 120 VOLTS (25) INPUT WATTS PER FIXTURE (.21) AMPS AT 120 VOLTS PRUDENTIAL# P8940•4T5HO-CWA-TMW-DC-UNV-X1-RSE 4-FP54T5/835/ECO __• 0 METALUX #ALNG-154T5-UNV-EBTI-U 1-FP54T518351ECO METALUX #SNF-132-OSIQHEIUNV-WGISNF-4FT-B 1-F032/835/XPS/ECC li< O RF SAME AS TYPE "R" EXCEPT FLANGED MOUNTING FOR HARD LID CEILING (234) INPUT WATTS PER 4' FIXTURE (1.96) AMPS AT 120 VOLTS ".. AIF SAME AS TYPE 'Al' EXCEPT WITH FLANGE KIT FOR HARD LID CEILING F4E SAME AS TYPE 'F4' EXCEPT WIRED TO EMERGENCY GENERATOR CIRCUIT 0 0 (59) INPUT WATTS PER 4' FIXTURE (.49) AMPS AT 120 VOLTS (25) INPUT WATTS PER FIXTURE (.21) AMPS AT 120 VOLTS PRUDENTIAL # P8940-4T5H0-CWA-TMW-DC-UNV-XI-RSE 4-FP54T5/8351EC0 0 U . s METALUX #ALNF-154T5-UNV-EBTI-1.1 1-FP54T518351ECO METALUX #SNF-132-OSIQHEIUNV-WGISNF-4FT-B 1-F032/835/XPS/ECC RFE SAME AS TYPE "RF" EXCEPT WIRED TO EMERGENCY GENERATOR CIRCUIT FOR 90 MINUTE = EMERGENCY EGRESS LIGHTING OPERATION. B SUSPENDED, 4FT 2-LAMP T5H0 FLUORESCENT VAPORTIGHT INDUSTRIAL, F8 SURFACE, 1-LAMP, 8-FOOT, FLUORESCENT OPEN STRIP FIXTURE, WITH WIREGUARD OPTION, (234) INPUT WATTS PER 4' FIXTURE (1.96) AMPS AT 120 VOLTS = . - M • WITH ONE, TWO LAMP, PROGRAM START, PENTRON T5H0, MULTI-VOLT ELECTRONIC BALLAST, WITH ONE, TWO LAMP, OSRAM, QHE, MULTI-VOLT PROGRAM START OCTRON T8 BALLAST, a) = N AND TWO, 54 WATT, PENTRON T5H0, 3500 KELVIN, 85 CRI, ECOLOGICAL LAMPS. AND TWO, OSRAM XPS, 32 WATT, OCTRON T8, 3500 KELVIN, 85 CRI, ECOLOGICAL LAMPS. PRUDENTIAL # P8940-4T5H0-CWA-TMW-DC-UNV-XI-RSE 4-FP54T518351ECO ■1 I"- (117) INPUT WATTS PER 4' FIXTURE (.98) AMPS AT 120 VOLTS (47) INPUT WATTS PER FIXTURE (.39)AMPS AT 120 VOLTS i Cr METALUX # EXACT SERIES TO BE DETERMINED METALUX #8TSNF-132-OSIQHEIUNV-(2)WGISNF-4FT-U 2-F032/835/XPS/ECC T SURFACE MOUNT, SINGLE CIRCUIT LIGHT TRACK SYSTEM, MATTE WHITE FINISH, j C IN- Q 120 VOLT OPERATION, WITH GIMBLE RING STYLE FIXTURES, AND 75 WATT, PAR30, coA ig HALOGEN INCANDESCENT LAMPS. 1 ■- V BE SAME AS TYPE 'B' EXCEPT WIRED TO EMERGENCY GENERATOR CIRCUIT FOR 90 MINUTE FSE SAME AS TYPE 'F8' EXCEPT WIRED TO EMERGENCY GENERATOR CIRCUIT. (75) INPUT WATTS PER FIXTURE (.63)AMP AT 120 VOLTS V_, ID; Ca EMERGENCY EGRESS LIGHTING OPERATION. (47) INPUT WATTS PER FIXTURE (.39) AMPS AT 120 VOLTS • ■1Cn _C --- (117) INPUT WATTS PER 4' FIXTURE (.98) AMPS AT 120 VOLTS 1 HALO # L650 SERIES TRACK WITH L1730P FIXTURES I-75PAR3OCAPINFL • L + ; METALUX #8TSNF-132-OSIQHE/UNV-(2)WGISNF-4FT-U 2-F032/835/XPS/ECC = 0 • METALUX # EXACT SERIES TO BE DETERMINED V2 WALL MOUNT 1--LAMP 2-FOOT, T5H0 FLUORESCENT VANITY LIGHT FIXTURE, WHITE FROSTED a U) H CHAIN HUNG, 2X4, 8-LAMP 4-FOOT, FLUORESCENT OPEN HIGHBAY FIXTURE WITH TWO, FOUR LAMP, ROUND ACRYLIC LENS, WITH ONE, ONE LAMP, PROGRAM START, PENTRON T5H0, MULTI-VOLT w p 81 SUSPENDED, 4FT 1-LAMP T5H0 FLUORESCENT VAPORTIGHT INDUSTRIAL, PROGRAM START, PENTRON T5H0, MULTI-VOLT ELECTRONIC BALLASTS, ELECTRONIC BALLAST, AND ONE, 24 WATT, PENTRON T5H0, 3500 KELVIN. 85 CR1, 1(` Cfl WITH ONE, ONE LAMP, PROGRAM START, PENTRON T5H0, MULTI-VOLT ELECTRONIC BALLAST, AND EIGHT, 54 WATT, PENTRON T5H0, 3500 KELVIN, 85 CRI, ECOLOGICAL LAMPS. ECOLOGICAL LAMP. III Il Cin AND ONE, 54 WATT, PENTRON T5H0, 3500 KELVIN, 85 CRI, ECOLOGICAL LAMPS. FIXTURE TO BE FURNISHED WITH WIREGUARD OPTION. (29) INPUT WATTS PER 4' FIXTURE (.24) AMPS AT 120 VOLTS U) ♦♦.�/ 0, 0, (59) INPUT WATTS PER 4' FIXTURE (.49)AMPS AT 120 VOLTS (468) INPUT WATTS PER FIXTURE (3.9) AMPS AT 120 VOLTS V, PRUDENTIAL # RI-1T5H0-02-WA-TMW-UNV-SUR-X3-RSE I-FP24T518351EC0 Cn W Cn t j j METALUX #EXACT SERIES TO BE DETERMINED METALUX # HBL-854HT5-L5-UNV-WG 8-FP54T518351EC0 a WCD CD C nl V4 WALL MOUNT 1=LAMP 4-FOOT, T5H0 FLUORESCENT VANITY LIGHT FIXTURE, WHITE FROSTED CO ,i--; 44--: B1 E SAME AS TYPE 'B1' EXCEPT WIRED TO EMERGENCY GENERATOR CIRCUIT FOR 90 MINUTE HE SAME AS TYPE 'H' EXCEPT WIRED TO EMERGENCY GENERATOR CIRCUIT. ROUND ACRYLIC LENS, WITH ONE. ONE LAMP, PROGRAM START, PENTRON T5H0, MULTI-VOLT EMERGENCY EGRESS LIGHTING OPERATION. (468) INPUT WATTS PER FIXTURE (3.9)AMPS AT 120 VOLTS ELECTRONIC BALLAST, AND ONE, 54 WATT, PENTRON T5H0, 3500 KELVIN, 85 CR1, (59) INPUT WATTS PER 4' FIXTURE (.49) AMPS AT 120 VOLTS ECOLOGICAL LAMP. METALUX # HBL-854HT5-L5-UNV-WG 8-FP54T5/8351EC0 (59) INPUT WATTS PER 4' FIXTURE (.49)AMPS AT 120 VOLTS METALUX # EXACT SERIES TO BE DETERMINED PRUDENTIAL # R1-IT5HO-04-WA-TMW-UNV-SUR-X3-RSE 1-FP54T518351ECO L CABLE SUSPENDED, 2-LAMP T5H0 DIRECT/INDIRECT LINEAR FLUORESCENT FIXTURE, • • B2 SUSPENDED, 4FT 2-LAMP T5H0 FLUORESCENT WRAP AROUND, WITH PERFORMANCE LOUVER, 80% DOWNLIGHT, 20% UPLIGHT COMPONENTS, WITH ONE, TWO LAMP. PROGRAM START, PENTRON T5H0, MULTI-VOLT ELECTRONIC BALLAST, AND ONE, TWO LAMP, PROGRAM START, PENTRON T5H0, MULTI-VOLT ELECTRONIC BALLAST, XE UNIVERSAL MOUNT, LED EMEGENCY EXIT SIGN FIXTURE, MATTE WHITE POLYCARBONATE HOUSING, AND TWO, 54 WATT, PENTRON T5H0, 3500 KELVIN, 85 CRI, ECOLOGICAL LAMPS. AND TWO, 54 WATT, PENTRON T5H0, 3500 KELVIN, 85 CRI, ECOLOGICAL LAMP PER DUAL 120/277 VOLT OPERATION, RED LETTERS, AND ARROWS AS REQUIRED. (117) INPUT WATTS PER 4' FIXTURE (.98) AMPS AT 120 VOLTS FOUR FOOT SECTION. LENGTHS AS REQUIRED ON DRAWINGS. (2.4) INPUT WATTS PER FIXTURE (.02)AMPS AT 120 VOLTS (117) INPUT WATTS PER FIXTURE (.98)AMPS AT 120 VOLTS SURELITES #APX7R RED LED LAMPS METALUX # EXACT SERIES TO BE DETERMINED ��ER IFfROFe CORELITE# E2-WH-1T5-1C-UNV-AC60-ST-24-DL4 2-FP54T5H018351EC( •• c� SS 1 4' . o B2E SAME AS TYPE '62' EXCEPT WIRED TO EMERGENCY GENERATOR CIRCUIT FOR 90 MINUTE OSP CORNER CEILING MOUNTED PASSIVE INFRARED OCCUPANCY 1.4 *1 EMERGENCY EGRESS LIGHTING OPERATION. LE SAME AS TYPE 'L' EXCEPT WIRED TO EMERGENCY GENERATOR CIRCUIT FOR 90 MINUTE SENSOR, LOW VOLTAGE TO POWER PACK RELAY ' -(117) INPUT WATTS PER 4' FIXTURE (.98)AMPS AT 120 VOLTS EMERGENCY EGRESS LIGHTING OPERATION. s ,'' ' .-�(117) INPUT WATTS PER FIXTURE (.98) AMPS AT 120 VOLTS COOPER CONTROLS # OAWC-P-120W-R NOT APPLICABLE l;Ail7ML2' -'\'31391.ci.„#,.,.c.-Y,C--,,. 54- METALUX # EXACT SERIES TO BE DETERMINED yCORELITE# E2-WH-IT5-IE-UNV-AC60ST-24-DL4 2-FP54T5H018351EC( OSD CORNER CEILING MOUNTED DUAL-TECH OCCUPANCY SENSORS •C PENDANT, 1-HORIZONTAL, 42-WATT, FLUORESCENT OPEN CYLINDER DOWNLIGHT FIXTURE, 6" APERATURE, LOW VOLTAGE TO POWER PACK RELAY EXPIRES 2 i HAZE REFLECTOR TRIM, WITH MULTI-VOLT ELECTRONIC BALLAST, AND TRIPLE TUBE, ME WALL MOUNTED, 20 WATT LED EXTERIOR CUTOFF WALLPACK FIXTURE, DIE-CAST 3500 KELVIN, 85 CRI, ECOLOGICAL LAMP. ALUMINUM HOUSING, 277 VOLT OPERATION. WIRED TO EMERGENCY GENERATOR CIRCUIT COOPER CONTROLS #OAWC-DT-1000-R NOT APPLICABLE I: (46) INPUT WATTS PER FIXTURE (.39)AMPS AT 120 VOLTS (22) INPUT WATTS PER FIXTURE (.19)AMPS AT 120 VOLTS HALO COMMERCIAL EXACT SERIES TO BE DETERMINED LUMARK#XTOR2A N BZ 20 WATT LEDS OSU CEILING MOUNTED ULTRASONIC OCCUPANCY SENSOR, LOW • VOLTAGE TO POWER PACK RELAY . CE SAME AS TYPE 'C' EXCEPT WIRED TO EMERGENCY GENERATOR CIRCUIT. PE NARROW BODY SURFACE WRAP AROUND FIXTURE AT MAIN CANOPY, COOPER CONTROLS #0AC-U-1000-R NOT APPLICABLE (46) INPUT WATTS PER FIXTURE (.39)AMPS AT 120 VOLTS AND ONE, ONE LAMP, PROGRAM START, PENTRON T5H0. MULTI-VOLT ELECTRONIC BALLAST, AND ONE, 54 WATT, PENTRON T5H0, 3500 KELVIN, 85 CRI, ECOLOGICAL LAMP PER OSUL CEILING MOUNTED ULTRASONIC OCCUPANCY SENSOR, LINE HALO COMMERCIAL EXACT SERIES TO BE DETERMINED FOUR FOOT SECTION. (59) INPUT WATTS PER FIXTURE (.49) AMPS AT 120 VOLTS VOLTAGE ( NO RELAY REQUIRED ) D RECESSED, 1-HORIZONTAL, 42-WATT, FLUORESCENT OPEN DOWNLIGHT FIXTURE, 6" APERATURE, COOPER CONTROLS # US1500-277V NOT APPLICABLE HAZE REFLECTOR TRIM, WITH MULTI-VOLT ELECTRONIC BALLAST, AND TRIPLE TUBE, • I -. ' 3500 KELVIN, 85 CRI, ECOLOGICAL LAMP. PCS CEILING MOUNTED DAYLIGHT SWITCHING PHOTOCELL, LOW ° TU ° ,. (46) INPUT WATTS PER FIXTURE (.39) AMPS AT 120 VOLTS VOLTAGE WIRED TO POWER PACK RELAY4:11.'" 3",; HALO COMMERCIAL # PD6-H142E-62HH I-CF42DTE18351ECO • COOPER CONTROLS # PLC-PD-IN NOT APPLICABLE key plan DE SAME AS TYPE 'D' EXCEPT WIRED TO EMERGENCY GENERATOR CIRCUIT. (46) INPUT WATTS PER FIXTURE (.39)AMPS AT 120 VOLTS PP POWER PACK RELAY FOR LOW VOLTAGE SENSORS ABOVE, PROVIDES LINE VOLTAGE TO LOW VOLTAGE CONNECTION HALO COMMERCIAL # PD6-H142E-62HH 1-CF42DTE18351EC0 REFERENCE ONLY phase Building Addition & COOPER CONTROLS #SP20-MV NOT APPLICABLY" NOT APPROVED WITH THIS PERMIT Remodel Package D1 RECESSED, 1-HORIZONTAL. 26-WATT, FLUORESCENT OPEN DOWNLIGHT FIXTURE, 6" APERATURE, HAZE REFLECTOR TRIM, WITH MULTI-VOLT ELECTRONIC BALLAST, AND TRIPLE TUBE, date February 21, 2013 3500 KELVIN, 85 CR1, ECOLOGICAL LAMP. (29) INPUT WATTS PER FIXTURE (.24)AMPS AT 120 VOLTS r-- _ - - = _ _- =--__ revisions HALO COMMERCIAL#PD6-H126E-62HH 1-CF26DTE18351ECO I __ = _ =_ -.L. =_ _ -_ "-.„ - -- - _ ==_= = = == '4 DIE SAME AS TYPE 'D1' EXCEPT WIRED TO EMERGENCY GENERATOR CIRCUIT. - -:`_,_--- = ____ _ .,.- (29) INPUT WATTS PER FIXTURE (.24) AMPS AT 120 VOLTS --__ -- -" T An MDU Company HALO COMMERCIAL # PD6-HI26E-62HH I-CF26DTEl8351ECO OREGON ELECTRIC CONSTRUCTION, INC. • 1010 S.E 11th AVENUE • PORTLAND, OREGON 97214-2507 • • (503) 234-9900 • FAX (503) 234-1001 • 6915 SW MACADAM AVE. SUITE 200 ‘Fr PORTLAND, OREGON 97219 project # 11015 PHONE: 503.892.1 188 FAX: 503.892.1190 }TE 9 ASSOCIATES , INC . LIGHTING FIXTURE LIST CONTACT... TOBIN SATEEN : ONSULTIND ENGINEERS engineering©mke-inc.com MECHANICAL AND ELECTRICAL SYSTEMS PROPRIETARY STATE 'AENT THE ELECTRICAL DESIGN AND CALCULATIONS ON THESE DRAWINGS ARE FOR THE EXCLUSIVE USE/CONSTRUCTION BY OREGON ELECTRIC GROUP. THESEEO • 02 DRAWINGS ARE NOT TO BE USED FOR COMPETITIVE BIDDING PURPOSES. ANY REUSE OR REPRODUCTION OF THESE DOCUMENTS WITHOUT WRITTEN PERMISSION OF OREGON ELECTRIC GROUP 1S STRICTLY FORBIDDEN. ALL RIGHTS RESERVED. ANY REPRODUCTION OR MODIFICATION OF THIS DOCUMENT IS PROHIBITED WITHOUT THE PERMISSION OF MKE & ASSOCIATES, INC. . . . . . . . . . • . . . • • . . • ' ' . . • . . . • .. .. . . . . , • .. • • ' . . ii .i......1 • . . . . Ca IBI GROUP • _ • Dull Olson Weekes - IBI Group • • . Architects, Inc. . . \ / / 1 . \\ ; 1 • / \ \ \\ 907 SW Stark Street Portland OR 97205 USA tel 503 226 6950 fax 503 273 9192 / / / / www.dowa-ibigroup.com www.ibigroup.com / / \\ r \ \ \\ \ - 111111111111111111=1111111111111 . \ 1 \ \ \\ \\ \. , \ \ \ \ \ , \ \ \ \ \ \ . 1 \ / / 'N.N.........N\____\ \ \ \ \ \\ ' \ \ I . ' i I ) \ \ • / / . / 8 • . APPROXIMATE - _ - LOCATION or -•/1'' /--------/ ii • ,t 1 , i / / !1-------. I EXISTING PGE POLE \ \\ \\N \ \ \ ; • . SA2 \ \ \ • ,, , , • . ,. ,, SA SA , , . . . i r• ., . ,, a ;'! \•, \ ------- - , . „...._ \ 7._\ , \ t---7- ----,-\\ „ . , i , : . ,,/ \ \ \ \,, El \ \ \ \ \ \ \\ \ \ \ 11 \ \ \ \ z /', N , . . , , \ ,, \-, \ \ \ \ \ . ,. .. .... . - . . . \ \ i ,... \ EXIStING POLE TO BE DEMOLISHED • • I\ z•\ \\ s\ r,,\ 0\ - \ 0\-_/\ c_.\\ s\ s\ s s\ s\ s\--X s\ s\ s\ ;\ r\ "' '------ -- • . . , ... . „ ,..., ,.,,, ,„ _} ,..„.,..__. • ,, .--, . . • . . . _ , • , . . . . _ _ _....._________ ____________ ._______________.. . _- ---.../ii , . . . • ___..... , • , • . im. , <'._. .,____ N , . . . __-•,7 W ,---• • .'' • ' I I : 0 .. , • ,. ,• • .__ .._ ____ __ _ ......_. ...._ - ------- ___ . • \ • 1.:1 .• . . , : .'::"t1 • \ .. ', ' „... •----- . ----- • . . . ..- . . .. ... • .., ... f,/ ,, ../ ..' /_._,_,,-•. •.. • .... _ ., .,. ...„ ., ,•. '.,s- / // /•,,/ / // //, , / / / / -- --..„ . . z :• _.:., • •.• . '.. • 0E . . „ . . . . , , --,, ,, --...., -,..,,, ,,77 /----.,„/ ‹...." , ......../ _. ,_,-v,,,,- / ••-----: • . \ \ / • \ \ ''''',// il 7C.I XV / ) .• ! , , • , . •. . • i' , ' I / \ • I - \ , Ce , • , 1 . :• ., • • '' 4 . . ,le /I / / /.;::.A CP./ Czit 1/ Pk I/i CA -.!,g)/ t:A/ i A s 1 i A._..--/ • . i , J 1 . • . : `-..,___.." . 1 \ . . . 'I i • . : , . , . • \ '4 . I . . . .• ' ' ,. „ . , . ; ; „ • . , . , C 4 , 1 • . . . , \ '.---:;.> :777.•> / .• ,, , , • • • • • . 0 . . . . --`-' • a i . • , . , • .._..____ ---- .: / • ,,, ........_ . , , , HI IIMM • = ' , • , . , . - , . . • . , . .•• . ,,, . , . , ,. , \ \ .. . . -1 ., ..% / . ! ,• r" , .-, .. A 1 ... , . I V f . .' . i '. , i _ I ! V . _____. _ ____ \ (.1IL ral r----:--ff---- ' II • , \ 1% ,., \ ; \ 2'0 0 i , • . c, !: i . .: , , . „ , (E) FLOOD (E) FLOOD (E) FLOOD : ., , , . it:IC 0 , _ ,. . . . ...-.-, •. . . /v .,. .. . • IM1111111 anoC •._,,2, L44, . x // . ___ . ., .. , . . . , 0 0 '-i A Y. -- ----.L.I , . . __ . . L , . • . \ • ,L , • 50 KW • , ,. , -,, , , . , , . .. . . ' ' ••• -------------_______------v 11 1 .1 i • i . . • . . \ ' \% \ , GENERATOR 1 0 ci) , L...?- / I t- --- '/ i • . . • , . , . i>. (R) FLOOD \ , • , \ \ \ ma --q • \ -_______ ,- .---' / • / C -> / /00P- / - . _1 .. . . , , -•• . • , . , .02 c\ir..... / \---(E) ELEC/MECH C o") ', .1 / C-_ ::::, I ,_,I ''-- ,•.: ' al 401r2 / / , i, -:4' , .- ..... ' ' SB '' 'et- C II 11111111•1111 -..- CO .4.1 . Am. . . -...... • k EXISTING Po • : • i U) amor L. ca) ...0 i= / • / • • . _, BE UPGRADED - " A-7 , ...= 0 a) , a) . / > (R) FLOOD ‘ , \ 0 ! ...-- . Lc) cp — (D ‘--- c=:, • 1- (.0 ...,1- .1-. in,• (4 Q_ r--- 1*--- I 1 i 1 1 1 \ Cl) 4-' 0) 0) (pfLOOD (E) FLOOD (E) FLOOD (E) FLOOD ‘ -Ima w CO CD • Z 1 \ A 1--ui'qr,7,,A.,.-. . . • . .. . .• . •i , • • :1- • A ABOVE GROUND FLOODS AT FLAG POLE. , , ‘ U) a) coc) ..--... ---. c7) LO to 41) CNI ----_/ . A ‘m .6 . > L _ _ 1,,*A \\ / \ / / .(= < I / \ / I ip. li. Os L _ , ! EXISTING POLE TO. BE UPGRADED \ / •f,' •ir, •01 • _ _ . _ . i / • . , f • 0 • • c•,./ . ! S ct. , iz,eo / • \-I\ / SA 6 SA /------ >"> IEXPIRES 12-31-111i 1 _ - • / . 1 / / • --------_,-------_______ . . . -S W / 83RD / A VE- • - ..,,•.„,:„:„„,..--„, 'c -1 / . 1 / . . - . / / . • • . - .. .. ., .... ' '-•'.•4'•:!',••4-----:.:.''• '•-':••'•!'''7', . , .....,,,...SA / / . key plan 1 ' , • r / .,,, , , , / REFERENCE ONLY . phase Building Addition & • / / • / / • NOT APPROVED WITH THIS PERMIT _ Remodel Package // / / , • / 9' . . , . • date February 21, 2013 . , ii. _._ revisions 1 SITE PLAN --1.-.:-.-- =----- —_---- _-= ...--- ---_,:k _-__1.-_--_ ____---- --7-----7J ,– _ . . E 1 .00 SCALE: 1 " = 40'-0" 0 20' 40' 80' Tat/ - -. .--- — .--_E• __-•-_ -_•T•-_- -ME 3 1— —z-- . ----- ---- ---=,----= - _-.- __ - -- - ---- -__---. *--__-__ . - ._- -=-_-• _. __. _ An MDU Company • OREGON ELECTRIC CONSTRUCTION, INC. • 1010 S.E 11th AVENUE 1 PORTLAND, OREGON 97214-2507 • • (503) 234-9900 • FAX (503) 234-1001 • 6915 SW MACADAM AVE. SUITE 200 F 7 PORTLAND, OREGON 97219 project # 11015 PHONE: 503.892.1188 FAX: 503.892.1190 KE S ASSOCIATES , INC . SITE PLAN CONSULTING ENGINEERS engineerThg@rnke-inc.com MECHANICAL AND ELECTRICAL SYSTEMS PROPRIETARY STATEMENT THE ELECTRICAL DESIGN AND CALCULATIONS ON THESE DRAWINGS ARE FOR THE EXCLUSIVE USE/CONSTRUCTION BY OREGON ELECTRIC GROUP. THESE DRAWINGS ARE NOT TO BE USED FOR COMPETITIVE BIDDING PURPOSES. El • 00 ANY REUSE OR REPRODUCTION OF THESE DOCUMENTS WITHOUT WRITTEN PERMISSION OF OREGON ELECTRIC GROUP IS STRICTLY FORBIDDEN. ALL RIGHTS RESERVED. .. . . . . . . . ANY REPRODUCTION OR MODIFICATION OF THIS DOCUMENT IS PROHIBITED WITHOUT THE PERMISSION OF MKE & ASSOCIATES, INC, .._ . . • 0/ IBI GROUP Ira---- Dull Olson Weekes - IBI Group Q 2 3 4� (15) )1 Architects, Inc. ' i' I 907 SW Stark Street Portland OR 97205 USA © m I I tel 503 226 6950 fax 503 273 9192 KILN 1 www.dowa-ibigroup.cowww.ibigroup.com © 208V,30 ! € { r - Iimmomummi GENERAL NOTES :, � � E ! 1 I , b ci • I 0 El 1. XXX I1� 0 I 1' !°11-- ;E°! ° !o 1� of .-- / -'---'— -- -— - _. __.. ....-. -- - - _ _- - - moi_ I _. - -----COPIER - i 1 1, ! r, • B r KEYED NOTES :0 O �� i (� e 1. PROVIDE DUAL CHANNEL WIREMOLD, TYPICAL. PROVIDE CONDUIT I'; � i di) di) I I! d di) i d) di) ! FROM EACH WIREMOLD LENGTH TO ACCESSIBLE CEILING TO F„ j ACCOMMODATE REQUIRED DATA CABLING. ,, .. . 1 1 . , ,,,,i, , CLASSROOM I WORK ROOM 1K ., ,,,..x., PHYSICS CLASSROOM � 2. PROVIDE HUBBELL HBLCFB3O1 FLOOR BOX WITH HBLTCGNTBKSW 122 ill !I el 0 I 1128 lll'I COVER WITH FLANGE. PROVIDE A DUPLEX RECEPTACLE WITH COVER 120 121 d I t.-41 II PLATE IN (2) COMPARTMENTS. PROVIDE (2) 1"C. FROM FLOOR BOX 4 CLG PROJECTOR CLG PROJECTOR CLG PROJECTOR II CBC III CBC (IN SLAB) TO NEAREST ACCESSIBLE CEILING SPACE FOR DATA UNITSTRUT SUSPENDED x O NURSERY OFFICES CABLING. FROM STRUCTURE FOR ART ROOM (VERIFY LOCN) (VERIFY LOCN) O {VERIFY LOCN) HALL -` 131 C 4 133 0 , 3. PROVIDE EMERGENCY SHUTOFF RED MUSHROOM STYLE BUTTON TO DATA AND POWER � 118 O O 127 -�, w SHUT OFF ALL POWER AND GAS TO ROOM. CONNECT TO GAS C e . 0 .-. O - - _.. _ - _� - SOLENOID VALVE AND CONTACTOR. COORDINATE WITH MECHANICAL iii SMART BOARD- " . -SMART BOARD sMAR BOARD--4 I PRIOR TO ROUGH-IN. LABEL BUTTON 'EMERGENCY GAS/POWER I I OFFICE t SHUTOFF'. SEE TYPICAL DETAIL X/EXXX FOR ADDITIONALCD 0 I'' ~! 129 1 INFORMATION. 2.0 t; I Q- ' 4. ALL RECEPTACLES IN CBC NURSERY TO BE TAMPER-PROOF. 0 MOTORIZED DOORI'I '-e■ I I i____ _ v_ u 5. PROVIDE CONNECTION TO AUTOLAVS. 1 ' T� ' 132 ;riVESTIB 6. PROVIDE RECEPTACLE FOR UPS POWER. ItliD �'FFICE i l I 7. PROVIDE BUS BAR GROUNDING KIT FOR LOW-VOLTAGE ® ,+45„ I 1305 _, ':> ' "` � XRa� �` �1 BONDING/GROUNDING IN DATA ROOM. Ii ! ,,/ I '\ +45” , +45" / I 1 / l ' r ORA ; 8PROVIDE 1 1/ CONDUIT (DATA) FROM WIREMOLD TO ACCESSBILE0 " CEILING SPACE, , i 134 (I_ - MUSIC O MON '] MOTORIZED, �� CLASSROOM ---- ° � � COILING GRILLES C 1 -- - -- -, 1 (N) ATS O 135 013 0 , - ' " ' - j - {�. s . -- - I i I I _ , 0 v 1 'H � ; i COURTYARD l I—(N) PANEL 'EM' ! I / TYP. 6 LOCNS I 123 ; STORAGE — , , 137 (N) PANEL 'G' (-----6 I ' (E) STOR. i' t� = �* MOUNT TIGHT MOUNT TIGHT I A' (E) r -----1 LOCATE ; :e 165 I ON v/ ■ 114 - OTO WINDOW I OTO WINDOW MECH/ELEG I \ 0PLATFO1 M - Cr) MULLION. MULLION. 1 <1 1:6 H_ I . MI 1 D N zi ---. I ,•—•---(� I x �< ,t �r x x i x x u x x �: x x u u i u +< x - (E) r\ji) '7(1) _ CO ' E � * O SM LL MOTORIZED SHADES-..,...:11 OUP O � {E) PANEL 'C' �� i ��''� 117 �I > MDF ROOM( . CO 1 �� CLASSROOM > CLASSROOM --- ,' C HALL j 144 ■_ r i F— j I SMALL ; 125 • 124 TALL - - - - T \ 143 2 (E) KITCHEN .L t=� GROUP > ROJECTOR { 126 } STORAGE ®- _ ; 2.1)r4/'i--STACK 147 v 2 116 1' CLG PROJECTOR , C LG P k _ 138 =] M NS WASHER/DRYER) P (VERIFY LOCN) (VERIFY LOON) Q _ A#�NDRY Q) p/LIBRARY �� } ®_ = --TO LET 0 0(E) 145 w `- o (N) PANEL 'H'� ;k ? - - - - J 140 /4 I kl --- 73 ' — cocan 6: i COPIER ' j_ SMART BOARD------'- 417""---SMART BOARD ' _ O N ' •- MOTORIZED- c 1 WORK ROOM >' > '— CO- ^, 1 COI Nle) GGRILLES (E} PANEL 'E' C) W OQ O O MOTORIZED SH AQES -� , I 115 ,41 > N J I ? v Q' O, TOILET L CO -� '44- ill 0 LARGE 141 ?� 'r > GROUP i mi _i,i° m li _____, I �� 1 — — ›} ROOM _ TOILET TOILET. ' I I y�(N) PANEL A 139 TOIL T 0 (E) O ENS �� 148 149 1 ! I T@�ET — +45 l Q Fo 142 a +v J v0 146 --I RACK & CABLE TRAY LAYOUT ® v—lUI I I I I I l �� I I I I I 111111114 I ?I €I--il - ! r 4111 / (TO BE DETERMINED) r MOUNT ABOVE O I i +.56"+36" WALLS TO BE LINED -- COUNTER TOPS a ❑ MOTORIZED MOTORIZED WESTSIDE WITH FIRE RATED 1'� •�OF COILING OfiILLCS COILING GRILLES----- -t-1-3 PLYWOOD 1 . . l NAIL J, 1-.4ifs.-L �- i - _44h_L T ti 1--4±---� 102 ■ - rY -r - Li +3s G an on an 8171 "fl 1 L--, Fl r I J J I l I I I 1 i I I I J I i i I Ip ' rel l i l � l l l i _i� J I I J I f I L1,1/ II `I I I I I I I 1 1 1 1 1 1J lIil l lllllll ' ` II I I Il I IIII �<c›) '2°'A •N'.��i��..�v ,�� . .�.� �. �,I�p %', �.�. �,.� .�.w �. �..� y�f�u �. �� .��..�� v��.�.�� ../..v.�.. FN M. LOG I 1 CLG PROJECTOR7 An n I -� •n -n -„ I-) -n VERIFY LOCN SCIENCE +45 +45 +45 +45 +45 +45 +45 '' II ( } I HALL } \ EXPIRES 12-31- 1. J 1113 > / 0 ..Th 110 > �I CLASSROOM > CLASSROOM CLASSROOM CLASSROOM CLASSROOM CLASSROOM CLASSROOM HE 4 n REFRIGERAT(I�I, 109 108 107 0 106 -� 105 104 103 I I ! 'CFIIn t —1) [_ *(;) > \ H CLG PROJECTOR > CLG PROJECTOR CI_G PROJECTOR CLG PROJECTOR CLG PROJECTOR CLG PROJECTOR CLG PROJECTOR rEi DISHWASHER (VERIFY LOCN) > (VERIFY LOCN) I VERIFY LOCN) (VERIFY LOCN) (VERIFY LOCN) (VERIFY LOCN) (VERIFY LOON} lv �� PREP �2� ENLARGED MDF ROOM PLAN ❑ Q lok111 .� 2 ' O O SCALE: 1 4"=1 ,_0„ SMAR BOARD---7 I SMARTOARD SMAR9BOARD SMARTOARD y SMAR BOARD SMART/LARD /1 .; I SMART BOARI �I ca: ! > i SMART BOARD 1 > C FUME HOOD �a > > GFI 6.7AMPS, > • , �. SCIENCE 23ov, 1 PH - ' u r 41 q 0 9- =Q 0 ® 0 0 f) 0 B 112 .„. ,.. 4,.,. ...., „..,•,,., 0 (-I , „ , ,:,,t,,isp,ar-%:„ \.,,. .q2::,4,,,,-,.;,-:-, .- ..,., I , , \'f VE! , CLG PROJECTOR I I > [ key plan .--t (VERIFY LOCN) I, immisme a !r , } � 1 Q IP 4P CF---1-).-- 1._ — - -- I I — I = ----`T - I ; �� — - ,I --- _ BUS I .� _. )l_ ' I� ; MOUNT TIGHT MOUNT TIGHT MOUNT TIGHT MOUNT TIGHT MOUNT TIGHT MOUNT TIGHT MOUNT TIOtiT ' REFERENCE ONLY phase � Building Addition & °€� NOT APPROVED WITH THIS PERMIT Remodel Package '' l III OTO WINDOW i OTO WINDOW OTO WINDOW OTO WINDOW OTO WINDOW OTO WINDOW OTO WINDOW I' r' 1 FI — GF! , 'OFF __.:. GFI---- vra - -crl IL MULLION. MULLION. MULLION. MULLION. ' MULLION. MULLION. MULLION. o Il - 7C '`� !rte I 1-_,` . �-, �� .� -_. ��, €�-�-�-�$_- I� ---- -'- -- ___ _---• �-�__ date February 21 , 2013 , , , . ...,__., , 1 h.,. --- -! _ ! ,-. 1– ! .—==.1= '� MOUNT ABOVE — __ _- _ - --- revisions �` �/ COUNTER TOPS I I _ _ _ -- .� --pec ____ == _ _ = - - i I An MDU Company OREGON ELECTRIC CONSTRUCTION, INC. • 1010 S.E 11th AVENUE • PORTLAND, OREGON 97214-2507 • • (503) 234-9900 • FAX (503) 234-1001 • 6915 SW MACADAM AVE. E 0 7 PORTLAND, 0REG0NiT972O9 IP�\` 1 \2� , 3 4 56 PHONE: 503.892.1 188 project # 11015 FAX: 503.892.1190 HE B ASSOCIATES , INC . FLOOR PLAN SECTOR A CONTACT... TOBIN BATEEN 0ONS JLTING ENGINEERS engineering@mke—inc.com MECHANICAL AND ELECTRICAL SYSTEMS POWER & SIGNAL FLOOR PLAN SECTOR A - ELECTRICAL &Ali PROPRIETARY STATEMENT .• E2. 10 SCALE: 1/8"=1 '-0” 0 4' 8' 1 6' THE ELECTRICAL DESIGN AND CALCULATIONS ON THESE DRAWINGS ARE FOR THE EXCLUSIVE USE/CONSTRUCTION BY OREGON ELECTRIC GROUP. THESEE2 . 10 DRAWINGS ARE NOT TO BE USED FOR COMPETITIVE BIDDING PURPOSES. ANY REUSE OR REPRODUCTION OF THESE DOCUMENTS WITHOUT WRITTEN PERMISSION OF OREGON ELECTRIC GROUP IS STRICTLY FORBIDDEN. ALL RIGHTS RESERVED. ANY REPRODUCTION OR MODIFICATION OF THIS DOCUMENT IS PROHIBITED WITHOUT THE PERMISSION OF MKE & ASSOCIATES, INC. - - . , . • . imiii.. ...mimmi 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.com • {\ \ / ET) r` 8 /1 (19) �I O ( 2 ( )C-13) :6 i ,-- I S 1 I f I , i , H 1 , E ' i 1 E3 `i\ I I I I I [,,I in 175 ., 1 1 1 1 1 ':1 ,../ \.,;,_ 11 11 / \-. ,1 11 1 if : . - • ____L i _.. .h .'. 7)-1--- r--- - _..,. __ -._._. �.__ - - - -__ • gib - -- -:. ------ -- -`I ESI / ■II�� k Ili F _ cpill, GENERAL NOTES a) UP �` ' . • , -- -_- UP a KEYED NOTES: I © ®, I EI , Yom- ff• I ;L 1. PROVIDE DUAL CHANNEL WIREMOLD, TYPICAL. Ce >� 2. PROVIDE SINGLE CHANNEL WIREMOLD, TYPICAL. A WEIGHTS/ C STORAGE H. ' (E) FITNESS 3. HALL TNES 8- PROVIDE HUBBELL HBLCFB301 FLOOR BOX WITH HBLTCGNTBKSW 0 134 ` _ (E} STAGE AUDITORIUM 159 COVER WITH FLANGE. PROVIDE A DUPLEX RECEPTACLE WITH COVER .� I 1 163 160 PLATE IN (2) COMPARTMENTS. PROVIDE (2) 1"C. FROM FLOOR BOX im un -- 1 (E) SOUND (IN SLAB) TO NEAREST ACCESSIBLE CEILING SPACE FOR DATA V __._ 162 i CABLING. D 0 ,H --� II I , ,--- 0 0 l l ioi i 'I I1; l 1 I_ r (E) STOR. -I (E) STOR. 161 ' I�166 / 1 .. ) 1 F'l DN i �� o � � t 0.1 Ll l_ =Mi lk MIM/ — _ — E CU ct l 1 illi. 1 gil� O ,i • ": . . 7 MOTILINGORIZEDGRI _ / PP MINE Lim CY) muC i= I COLLES Yr) ( , a I W . i COMMONS c.. N- d~ Ur) "6: r--- a 150co co V} a) up ,..,--7-.) c I w N O LO ____ rF , F ILET I 49 f t i I II a PIP' I l1 YY I I d—i��,�n IE p I [4-0, i�',C , G 'V Y V V' '11 I V V 1 'i' 1' \ Y "V it � ' \` Y \' Y i l' =II it Y �_ +E {�— , l �G- . �3\�� ~e� /OZ Hi ,( I a o �COf lCf: �` �I , ig, I c,, r 4 MOTORIZED FERENC Q CONFERENCE0I l COIL �I -GRILLES 151 a 155 J (N) PANEL 'B' r _ _I"•,. ...ft'&I _ 1 1 1 1 1 1 1 i I ( 1:1/ © I tP Q o ,I COPIER i ��AyC 20,1°9;je- �� 41 © I iS EXPIRES 12-31_ q .. WORK ROOM 4 ' I 158 • _ _ I„, HERITAGE � _�-, � � HALL _ I < OPEN T-11/,----1,-, t-- -- 4,; I r ,J ii • 4,,,-,...,44,101 G OFFICE MOTORIZED 154 O �� , ai - ,, 1 • COILING GRILES �ROOM RECEPTION 3 . 152 I DISHWASHER l `-REFRIGERATOR Q i I .T_______) , STAFF ROOM 1 157 * x —' 7 O A . 1. 4. CONFERENCE a, [ I VESTIBULE 153 3@PRINCIPAL 100 Q © 156 1. - key plan I I lI ;j I II I 6--1 } i . ' .I _ _ �. -----.� _ _- �..�:-- — — - LILY phase _� l I! ..____} 1! l } l I ! --- L._._) REFERENCE O T Building Addition & ` I AAD WITH THIS PERM/ Remodel Package ; I NOT . 7 date February 21, 2013 i � �.�— I -- - - �-- -----. -_.___._.---.._ ..._._.__ ----- ----- ------...___-______-__.._ .---- --- — --- -.__ _� . -�_ __ .�._ _�_- ....___--- ---- - -__. �-_ �.__.._�� _ _ == — _ revisions II ll __ _13 El 1 An MDU Company • OREGON ELEIC CONSTRUCTION, INC. • 1010 S.E 11th AV • PORTLAND, OREGON 97214-2507 • • (503) 200 • FAX (503) 234-1001 • LL 6915 5W MA ADAM C • \ 0 r PORTLAND, OREGDNSUIT972fl9 ' 6 / 7 ' hU ) 9 , 10 y11 12 ` � 3 11,11 1 \ / PHONE: 503.892.1 188 project # 11015 - FAX: 503-892.1190 KE 17 ASSoEIATES, INC . FLOOR PLAN SECTOR B CONTACT... TOBIN BATEEN : ❑ NSUL'YIN [3 E N 0 I N E E R S engineering©mke—inc.com MECHANICAL AND ELECTRICAL SYSTEMS POWER & SIGNAL 1 FLOOR PLAN SECTOR B — ELECTRICAL PROPRIETARY STATEMENT E2. 1 1 SCALE: 1/8"=1 '-0” 0 4' 8' 1 6' THE ELECTRICAL DESIGN AND CALCULATIONS ON THESE DRAWINGS ARE FOR 0THE EXCLUSIVE USE/CONSTRUCTION BY OREGON ELECTRIC GROUP. THESE DRAWINGS ARE NOT TO BE USED FOR COMPETITIVE BIDDING PURPOSES. ANY REUSE OR REPRODUCTION OF THESE DOCUMENTS WITHOUT WRITTEN • PERMISSION OF OREGON ELECTRIC GROUP IS STRICTLY FORBIDDEN. ALL RIGHTS RESERVED. ANY REPRODUCTION OR MODIFICATION OF THIS DOCUMENT IS PROHIBITED WITHOUT THE PERM1SS[ON OF MKE & ASSOCIATES, INC. . . ea 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.com .1 GENERAL NOTES : 0 6 1 1 11 t 13 1. , E WALLS, EPI SED CONDUIITS TO BE TIS EARSQNOT AL OWED AT M SCORER'S TABLE C (VERIFY LOCATION) - 0 3 MOW --__. _ — . :.- -_.._.�. �- - -- �_ LA KEYED NOTE • / i ,Tdi,..,5 1. PROVIDE DEDICATED 20A, 120V ELECTRICAL ICC• 2 1" C. T0� MOTORIZED CONNECTION FOR MOTORIZED BACKBOARD. COORDINATE 0 ,._;,,__,- ( ) 8 g EXACT LOCATION AND REQUIREMENTS PRIOR TO ,,,,,.. STRUCTURE ABOVE CURTAIN C / ROUGH-IN. CONNECT TO MOMENTARY SWITCH LOCATED $QOREBQAR�© -_..- --- -- IN GYM CONTROL CABINET. O i 13 — --- II ----,II, T. 0 I i I ? II MOI�RIZED I 11I MOTOR€ZID i e I 2. PROVIDE 2OA, 12OV ELECTRICAL CONNECTION TOwa }} i BACCBOARD II IIBACKBOAD #I y I SCOREBOARD. �! �i �— ice.,! =MY/ I s iT .\ --- JL I ,..a lLLli . 1� l - - ,0 II Ql I `Ej 1 I ALCOVE ; 76 3. NOT USED. U ima W 0) II ��1 " C e0 GYM 1" C I GYM�� I I 167 4. NOT USED. = N - — CNTR CABINET CNTRL C BINET - CV Y €� 5. NOT USED. 3: C (3) } h IE • � ' LOCKER6. NOT USEQ. cci_ u)CIA 0�,(10\\ TEAM 168 ROOM �. PROVIDE 2OA, (WITHGROUND), Am. . _ \N. 5-WIRE NEAUTRAL AND 170 208V, 30 ELECTRICAL CONNECTION TO MOTORIZED L t� BLEACHERS. PROVIDE ALL CONTROLS AND WIRING AS . (13 � F- I, NECESSARY FOR A COMPLETE AND OPERABLE SYSTEM. L ; f ,� L 0 — 11 I VERIFY CONNECTION TYPE AND ADDITIONAL U �^ �� REQUIREMENTS WITH EQUIPMENT- SUPPLIER PRIOR TO 1 r , - I ROUGH-IN. V ^^� ' +� MOTORIZED p W l.i7 !I /MOTORIZED BACKBOARD BACKBOARD �- STORAGE 4.) r O (CONDUIT ONLY) (CONDUIT ONLY) 171 I I 8. PROVIDE J-BOX WITH (1) 1"C. FROM EACH SCORE #�_ II �O I El • O �� I BOARD TO J-BOXES SERVING THE SCORER'S TABLE. T3 • u e1 1 C. TO GYM I 1" C. TO GY �r Cl) A* 0) O) 9. PROVIDE DEDICATED ELECTRICAL CONNECTION FOR CO 1 CNTRL CABINET I CNTRL CABINS � , - #•a cn i MOTORIZED CURTAIN. COORDINATE EXACT LOCATION Ci) ^, en c M ��,_ ASIUM I, I I ' I AND REQUIREMENTS PRIOR TO ROUGH-IN. LOCATE W K1O� u a 13 u ! I CONTROLS IN GYM CONTROL CABINET. I G p LO 1fz6 I N 10. PROVIDE CONNECTION TO MECHO WINDOW SHADES. ` �� )�' ^! I COORDINATE EXACT REQUIREMENTS WITH EQUIPMENT SUPPLIER. VERIFY LOCATION OF CONTROL STATION . I M X 11 [MI Imo{ X/EXXX FOR LLER PRIOR TO ROUGH-IN.ADDITIONAL INFORMATION SEE DETAIL I 10 • - r _....„,„\ I , 11. PROVIDE CONNECTION TO AUTOLAVS. 1 (N) PANEL 'F' - i i 12. ALTERNATE #1 TO INCLUDE SHELL OF GYM SUPPORT r --------- AREAS (LOCKER ROOMS, STORAGE, OFFICES AND TEAM i AUDI T ., E I '! ROOMS). ALTERNATE #2 TO INCLUDE FULL BUILD RACKS O G I OUT OF THESE SPACES. `___H_ � \ \ I s ,s El , �g __ 10 O 13. PROVIDE NEW PANEL FOR CONCERT PERFORMANCES. o ® I ��1; R,OF�-S.S SCORE 0 BOARD �N`' , 4... �O n\Njd = = - - - - - - TEAM BOYS - 'Mak • {MOTORIZED0 MOTaRIZED \4, 1174 LOCKER s��, g��:lir PO 4 1 o 0R I BACKBOARD BACKBOARD ROOM r�yFN om.'��C�P L �' 173 ® [CONTOLLER IRRIGATION i B EXPIRES 2-31 ' (120V,1 1 , - VERIFY LOCATION ALCOVE ' I 177 1,,,..,.,, •cp(i 0) 1GYM CON ROL MECHOSHADE CABIN 3 1 i CONTROL STATION I C TRAIN! I. OFFICE 1 172 175 1.1 — g I i�J o I Ilir I ___Al Q —' I ,Qc IQ I .)g: CIO \:.--/_.) , , , , , �' 1 C OMOTORIZED BLEACHERS - I J L J B , ,es 0 (8.D (9) , 10 ) 11 12 :--1- 3 � k e y plan 1 FLOOR PLAN SECTOR C — ELECTRICAL ��*4 REFERENCE ONLY phase Building Addition & • SCALE: 1/8"=1 ' o" NOT APPROVED WITH THIS PERMIT Remodel Package E 2.1 2 0 4' 8' 16' date February 21, 2013 .- __--_=_— revisions a — g` -= — Art MDU Company OREGON ELECTRIC CONSTRUCTION, INC. • 1010 S.E 11th AVENUE • PORTLAND, OREGON 97214-2507 • . • (503) 234-9900 • FAX (503) 234-1001 • 6915 SW MACADAM AVE. SUITE 200 r 41 PORTLAND, OREGON 97219 7 project # 11015 PHONE: 503.892.1188 FAX: 503.892.1 190 KE Er ASSOCIATES, INC . FLOOR PLAN SECTOR C CONTACT... TOBIN BATEEIV CONSULTING ENGINEERS engineering@mke-inc.com MECHANICAL AND ELECTRICAL SYSTEMS POWER & SIGNAL PROPRIETARY STATEMENT THE ELECTRICAL DESIGN AND CALCULATIONS ON THESE DRAWINGS ARE FOR THE EXCLUSIVE USE/CONSTRUCTION BY OREGON ELECTRIC GROUP. THESE E2 12 DRAWINGS ARE NOT TO BE USED FOR COMPETITIVE BIDDING PURPOSES. • ANY REUSE OR REPRODUCTION OF THESE DOCUMENTS WITHOUT WRITTEN PERMISSION OF OREGON ELECTRIC GROUP IS STRICTLY FORBIDDEN. ALL RIGHTS RESERVED. ANY REPRODUCTION OR MODIFICATION OF THIS DOCUMENT IS PROHIBITED WITHOUT THE PERMISSION OF MKE Sc ASSOCIATES. INC. . . - . . . . . - . . . . II 1 1 I I i I l I 1 1 1 111 I it _ ____ _ f1'è IBI (E) MDP -- 65K AIC — (E) SWB1 • (E) SWB2 i GROUP 1200A, 208V, 30 I /� `� I ii I J E {E E E E 1 ' (E) E + \ (E)1 (E)� \ (E j (E ♦ (E)I j E E E 1 \ (E)i E 1" E 1 (E)i Dull Olson Weekes - IBI Group �, { ) ) { ) { ) O 12o3P ( ) ) ) { ) { ) { ) { ) { ) { ) { ) O { ) Architects, Inc. i ) i ) 1 ) 1 ) 250A 250A 250A 250A 250A 3P 200A 200A 125A 100A 40A 20A 20A 125A 200A 125A 90A 60A 20A 20A %/ 1 > 3P* 3P* 3P* 3P* 3P* 3P* / 3P* / 3P* / 3P* 3Po 3P* 3P* 3P* 3P+ . 3P* / 3P* 3P* 3P* 3P* / 7-"( . , / / / / / / 907 SW Stark Street Portland OR 97205 USA / / / / _ / / / / _ GENERAL NOTES: tel 503 226 6950 fax 503 273 9192 / / / / / / // / ' www.dowa-ibigroup.com www.ibigroup.com / / / / / / / / 1. XXX _ / / / / / / / / r 1 1 11 I KEYED NOTES:0 "Xl'r .1l�:1G (EXISTING) rXI• INj rXIAZT (EXISTING) EXISTING EXISTirT c,, ;j/ EXISTING (EXISTING EXISTING EXISTING orm EXISTING rxLL! 10;1 EXISTING £XISTING 1. FEEDER AND BREAKER TO BE RE-USED. INTERCEPT AND / / EXISTING SERVICE FEEDER EXTEND AS INDICATED ON BELOW ONE-LINE DIAGRAM. / / / / / / / / / / / / / ^ 0 ^ 0 / / / P /////4/7 //// /, ;/ 225A 200A 225A KITCH RTU-11 FLOORFLOOR •P 3P 1(1/ P 3P 3P -/M5 EXH. / 211Q81MCA Pi / Affk/ EXH. EXH. (E) (E) (E) (E) PH (E) NORTH SOUTH PANEL PANEL PANEL PANEL PANEL C . Z/ / /4S E D PB (DIMMER RACK) / , A / .... Q, 0 E (E) SWB2 • I Ct 1 l (E)1 l 1 (E)l l (E) l � 1 1 (El 1 l 1 1 1 1 C 40A 40A \ 40A 40A 40A 40A • \` 50A 50A 40A 30A ) 60A \� 30A \ 100A ` 50A , 40A 50A 0A 50A 30A 11111111111 3P* / 3P* 1 3P* 3P* / 3P* / 3P* / 3P* / 3P- / 3P* 3P* / 3P* / 3P* / 3P* / 3P* 1 3P* 3Po / 3P* / 3P* 3P* / ,"� , / / 'Z' _-_ / / MCI O / / < 0 / - / - • / / . 0 0 • 0 CO (EXISTING) EXISTING EXISTING EXISTING EXISTING EXISTING £XISTING EXISTING (EXIStlNG EXISTING EXISTING EXISTING 'rXI.4 EXISTING EXISTING EXISTING 'o ow £XIS1jNG (EXISTING) au=/ / C..) .,= / / Cl) 01 / / III MOM / / t = N \_/ 11111 \-/ III \-/ 0 x 0 \-/ 1111 \-/ Ill \-/ III x 41 \-/ 41 \-/ 11) \-/ 0 \-/ Ili / / \-/ II \/ 0 \-/ ,-, ,--\ .,--, 1111 / / ...., 0 ..../ 0 • .... , , -j5i/ /"' T /RT /"' //2,(_i _ //1/21(./.7/ /"' - /"' - SRT :}i/12: )R , 1 ,R /1 1 R"r i // 1 /"',k�- 1 /V , cCC -�-.+ /`�% / ,fir CO_ 1-'\\ ELECTRICAL ONE-- LINE DIAGRAM (EXISTING CONDITION •Lill - E301 120/208V, 3PH, 4W - „= (,,) 1 (t.) CU U' � 14, 01 ` 0 - r-- o r "0 -(♦—^ a O ix, to co .;.: 4..: — (E) MDP -- 65K AIC (E) SWB1 - (E) SWB2' 1.200A, 208V, 30 ."---- . EiE1 \ E1 E1 Ei , (E)f E � E � E E)i g i E � Ei E1 E1 E � E " Ej E1 EjI ) / 25QA250A250A250A250A3P 200A 200A125A100A 20A 20A 125A 200A 125A ) )90A 60A 20A 20A .)-L • M 3P* 3P* / 3P* 3P* 3P0 3P« 3P* 3P* 3P+ 3P* 3P* 3P* 3P* / 3P* 3P. / 3P* 3P* 3P* 3P* / - - I ( 1064 ) • _ ATS (LIFE SAFETY) ��c- 0 I SFR/O k. r 2 04 ) C2504 EXIStlNG 2504-} ( 2504 ) EXISTING EXISTING EXISTING EXISTING (EXISTING) EXISTING (EXISTING) a04 EXISTING ( 090D TING)£XISEXISTING LOAD SUMMARY �'4 .' EXISTING SERVICE FEEDER i gee ,- \� - - - CALCULATED ON NEC 220.86 S o ' I . SCHOOLS) I - OPTIONAL METHOD — 4F,� �. �ac,* 225A} 200A 225A } / KITCH ` RTU-11 FLOOR FLOOR - I 3P 3P 3P JI .----Ai EXH. 111.3 MCA EXH. EXH, EXPIRES 12-31- (N) (N) (E) (N) (N) (E) . (E) {E} { 1004 } 20A 0.H. DOOR HPDR 208V, 3PH (N) (E) NORTH SOUTH EXISTING LOADS PANEL PANEL PANEL PANEL PANEL PANEL PANEL PANEL RTU-15 208V, 3PH PANEL PANEL I1_N {E) LIGHTING: XX,XXX VA A B C G H S E D i 5;8 MCA, (E) RECEPTACLES: XX,XXX VA GENERATORA F PB RTU-27 50 KW (DIMMER RACK) 208V, 3PH 68.2 MCA, (E) **COOLING: XX,XXX VA 208V, 3s� CTRL- 208V, 3PH (E) KITCHEN: XX,XXX VA (E) MISCELLANEOUS: XX,XXX VA WIRIN - , °. (N) ADDED/REVISED LOADS - ` ( 1004 ) PANEL _ LIGHTING: XX,XXX VA depe 100A` EM RECEPTACLES: XX,XXX VA 3P - **COOLING: XX,XXX VA EQUIPMENT: XX,XXX VA ,,j MOTOR: XX,XXX VA 2 � ,k ; MISCELLANEOUS: XX,XXX VA �� t ate. j/ SWB2 TOTAL INITIAL LOAD: XXX,XXX VA �',S� �hu� � _ TOTAL BUILDING SQ FT: 60,679 SQ FT � � ; 1 1 ,� 1 1 11 11 1 11 ,� , i l TOTAL VA/SQ FT: XX.XX VA/SQ FT 5 .s � V' {E) (E) { ) ( ) (E) (E) (E) (E) \ (E) (E) ( ) (E) (E) (E) \ (E) (E) (E) (E) (E) � � • � � 7- 40A 40A 40A 40A 40A 40A 50A ) 50A 40A ) 30A 60A 30A 100A 50A 40A 50A 30A 50A 30A FIRST 3.0 VA ® 1001: 182,037 VA s� = r .- pct fin.• `:E 3P* 3P* ) 3P / 3P* 3P* 3P* 3P* 3P* / • 3P* 3P* / 3P* 3P. I 3P* 3P„ I 3P* 3P* 3P* 3P0 3P* REMIAING X.X VA 0 75% XXX.XXX VA e y p a. n - TOTAL VA: XXX,XXX VA X,XXX AMPS 0 208V, 3PH phase Building Addition & NOTES: **LARGEST OF TWO LOADS BETWEEN HEATING AND COOLING HAVE BEEN ACCOUNTED FOR. Remodel Package EXISTING (EXISTING} EXISTING EXISTING EXiSTTNG) (EXISTING} (EXISTING} (EXISTING} (EXISTING) EXISTING (EXISTING) (EXISTING) (i0 03-) EXISTING (EXistiriO (EXISTINGG] (EXIS►iNO (EXISTING} date February 21, 2013 =,�,_I_.-a= = 4 — —M----..„A''',.I revisions REFERENCE ONLY T _ --,-,-.-g. NOT APPROVED WITH THIS PERMIT L __E-- -• ru=2 S1 agE=�� - — `=yg {- A 30A 30A 20A 20A 20A 20A. 20A 50A 20A 20A 50A 25A 80A 25A 30A 25A 50A 20A An MDU Company ri] i-� OREGON ELECTRIC CONSTRUCTION, INC. RTU-25 RTU-23 RTU-22 RTU-21 RTU-20 RTU-18 RTU-17 RTU-3 RTU-9 RTU-19 RTU-8 RTU-1 RTU-28 RTU-7 RTU-6 RTU-10 RTU-24 RTU-26 • 1010 S.E lith AVENUE • PORTLAND, OREGON 97214-2507 • 15.8 MCA, 15.8 MCA, 15.8 MCA, 15.8 MCA, 41.1 MCA, 19.4 MCA, 23.3 MCA, 19.4 MCA, • (503) 234-9900 • FAX (503) 234-1001 • • 23.5 MCA, 2i.3 MCA, 15.8 MCA, 15.8 MCA, " 15.8 MCA, 32.8 MCA, 19.4 MCA, 68.2 MCA, 41.1 MCA, 15.8 MCA, 208V, 3PH 208V, 3PH 208V, 3PH 208V, 3PH 208V, 3PH 208V, 3PH 208V, 3PH 208V, 3PH 208V, 3PH 208V, 3PH 208V, 3PH 208V, 3PH 208V, 3PH 208V, 3PH 208V, 3PH 208V, 3PH 208V, 3PH 208V, 3PH 6915 SW MACADAM AVE. III - H I - SUITE 200 _ ,,,v PORTLAND, OREGON 97219 project# 11015 PHONE: 503.892.1 188 FAX: 503.892.1190 KEONE-LINE DIAGRAM AND - ��S =ASSOC�AiI;S�NC� CONTACT... TOBIN BATEEN 3I3NSULTING ENGINEERS 2 ELECTRICAL ONE— LINE DIAGRAM (REVISED CONDITION) - engineering©mke—inc.com MECHANICAL AND ELECTRICAL SYSTEMS LOAD SUMMARY E301 120/208V, 3PH, 4W - PROPRIETARY STATEMENT •• THE ELECTRICAL DESIGN AND CALCULATIONS ON THESE DRAWINGS ARE FOR THE EXCLUSIVE USE/CONSTRUCTION BY OREGON ELECTRIC GROUP. THESE "-"' DRAWINGS ARE NOT TO BE USED FOR COMPETITIVE BIDDING PURPOSES. ' - 3 . 01 ANY REUSE OR REPRODUCTION OF THESE DOCUMENTS WITHOUT WRITTEN PERMISSION OF OREGON ELECTRIC GROUP IS STRICTLY FORBIDDEN. ALL • RIGHTS RESERVED. ANY REPRODUCTION OR MODIFICATION OF THIS DOCUMENT IS PROHIBITED WITHOUT THE PERMISSION OF MKE & ASSOCIATES, INC. 1 I • . . • • . • • Ca 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.com I� 19 ',10 ) (uT) (12) • r1.-3 I I I ' Y ----r- , i 1 , , , 11 - - -- --- --- - - , I` 1 111II IT772 75 ? 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PORTLAND, OREGON 97219 i 4/17 project # 11015 , CONTACT . 5T 00 3Bi.8N92B.A1T1E8E8N 1 • I , __L... ,•' i - ,---- , j----' i \ • FAX: 503.892.1190 ikE 8 ASSOCIATES , INC FLOOR PLAN SECTOR C ' 6 (7 (8) ( '', 9 ) . 10 i (ii, , • c 12 ) \ 13 , . CONSULTING ENGINEERS ' _J engineering@mke-inc.com MECHANICAL AND ELECTRICAL SYSTEMS LIGHTING • PROPRIETARY STATEN ENT THE ELECTRICAL DESIGN AND CALCULATIONS ON THESE DRAWINGS ARE FOR 1 FLOOR PLAN SECTOR C — LIGHTING THE EXCLUSIVE USE/CONSTRUCTION BY OREGON ELECTRIC GROUP. THESE billik • • DRAWINGS ARE NOT TO BE USED FOR COMPETITIVE BIDDING PURPOSES. E6 . 12 E6. 1 2 SCALE: 1/8"=1 '-0" 0 4' 8' 1 6' VO ANY REUSE OR REPRODUCTION OF THESE DOCUMENTS WITHOUT WRITTEN lemillIIIIIIIIi PERMISSION OF OREGON ELECTRIC GROUP IS STRICTLY FORBIDDEN. ALL RIGHTS RESERVED. ANY REPRODUCTION OR MODIFICATION OF THIS DOCUMENT IS PROHIBITED WITHOUT THE PERMISSION OF MKE & ASSOCIATES, INC. . .