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Plans (15) BUP2019 -00036 I—III—III—III — . 1,. II -III—III—III—I - - - IIIIIII—III =1 I I—III—I I 1—I 11. 11III—III =1 I I—III—III—I IIIIII—I 1 1 1=1 11=1 1 11 - - 1=1 1=1 I 1=1 -III=III=III=1 =_— RECEIVED I I I I I I I I 111 MAR 2 5 2019 J - _ y CITY OF TIGARD - ---- — — — — — = a BUILDING DIVISION , =1 11=1 11=1 11=1 11=1 ,r - - - - -- =I IIIt111=111=III=III _ _ _ _ _ _ _ 1 _ 1 II II 11 II II ll u it n II II II II —I " ' EXISTING 274'-6" ' r II u u u u u n 1 ,1 x j 1I 11 n II III III—III—III—III 11 n NEW 276-V I II II II II II II II ji -III— I I—III—III—III II n I Dull Olson Weekes - IBI Group 11 if ;I II 11 II II II I, 1-111— I—I 1—I 1—I 1 IIIIIIIII [IT II11 11 Architects, Inc. IIn n 1 _ I—IIIIII—III—III 1j4_N,} II 11 II _ JL_ Jl _JL_ _JL _f I I I II I I . 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OSSC 105.4 a> 'r 7 - 1=1 11—I I El I El I I , <' � I=1 I I=1 I I=111=1 I I=1 I I-�11=1 I II 111 I �� project# 116055 �; ;� -IIIIII—III—I I 1-1 I 1—I ISI I 1=1 I II I I �� --- OVERALL DEMO & NEW I—III—III—III=III=III—C 111=1 11=1 11—I I I OVERLAY LEVELS 1 & 2 ,.- -1II=1II=1II=1II=1I1=1I1-1II— —III—III _ N IIIIIIII I—I I I—III—Ey�l == 1== -III—III—III—III—III—III—III— —III—III-111— — Al . 0 0 OVERALL DEMO & NEW OVERLAY LEVEL 2 2 OVERALL DEMO & NEW OVERLAY LEVEL 1 1 CN--)_ SCALE: 1"=21 SCALE: 1" =20'-0' C14 U DEMOLITION NOTES : 1 DEMOLITION DRAWINGS ARE DIAGRAMMATIC AND ARE TO ASSIST THE CONTRACTOR IN ESTABLISHING THE GENERAL SCOPE-OF-WORK. PROVIDE ALL DEMOLITION REQUIRED TO COMPLETE THE WORK. 2 AT DEMOLITION AREA REMOVE ALL BUILDING ELEMENTS, INCLUDING BUT NOT 1 LIMITED TO ROOF,WALLS, STRUCTURE, CONCRETE SLABS, FOOTING AND FOUNDATION, MECHANICAL, ELECTRICAL, PLUMBING AND TECHNOLOGY. 3 CONTRACTOR TO PROVIDE TEMPORARY SHORING AND BRACING AS REQUIRED TO SUPPORT REMAINING BUILDING ELEMENTS. 4 ENGINEERED SHORING PLANS AND CALCULATIONS, STAMPED BYAN ENGINEER LICENSED IN THE STATE OF OREGON SHALL BE SUBMITTED IN ADVANCE FOR APPROVAL BY THE LOCAL JURISDICTION. J 5 DO NOT DAMAGE OR UNDERMINE FOUNDATIONS SUPPORTING BUILDING ELEMENTS. J 6 SAW CUT OR OTHERWISE NEATLY REMOVE DEMOLISHED ELEMENTS AT THE INTERFACE WITH ELEMENTS TO REMAIN. 7 TEMPORARY WALLS AND WATERPROOFING SHALL CONSIST OF: -GYPSUM BOARD WITH JOINTS TAPED ON OCCUPIED SIDE. -MINIMUM 2X4 WOOD STUDS AT 24"OC. -UNFACED MINERAL WOOL BLANKET INSULATION IN STUD CAVITIES. -1/2" PLYWOOD ON CONSTRUCTION OPERATIONS SIDE. (�I -,I -POLYETHYLENE SHEET SECURELY FASTENED OVER EXTERIOR FACE OF WALL ' ' I I WITH TAPED EDGES. POLYETHYLENE SHEET: REINFORCED, IO MILS MINIMUM ---------------- n F n II THICKNESS. 1 1 lid II It 8 SEAL JOINTS AND PERIMETER. EQUIP PARTITIONS WITH GASKETED DUSTPROOF III n 11 DOORS AND SECURITY LOCKS WHERE OPENINGS ARE REQUIRED.ALL MATERIALS It TOEXTEND TO BOTTOM OF STRUCTURE UNLESS OTHERWISE NOTED. DLIII Olson Weekes - IBI Group Ilie It II 11 9 AT CURBS IN EXISTING ROOF, TIE POLYETHYLENE SHEET INTO EXISTING ASSEMBLY Architects, Inc. III n II SO THAT WATER HAS POSITIVE DRAINAGE FROM EXISTING ROOF WITHOUT WETTING II¢ u h OF EXISTING STRUCTURE OR FINISHES. PROVIDE TEMPORARY GUTTERS AND JLL__------ JI DOWNSPOUTS AS REQUIRED. r _ _ ____ _ ___________ 907 SW Stark Street Portland OR 97205 r -Ir- -- -- -- --� rijlf II II �l MI 10 WHERE PARTIAL DEMOLITION OR REMOVAL OF AN ITEM OCCURS, PATCH REMAINING USA II II IwI II WALLS, FLOORS AND CEILING TO MATCH EXISTING ADJACENT MATERIAL, COLOR tel 503 226 6950 fax 503 273 9192 www.dowa-ibigroup.com FINISH, UNLESS OTHERWISE NOTED. www.dowa-ibi 9 Pcom www.ibigroup.com II r Iii F =. � = I1 L ___ ________ ___ ___________ __ _ -F-0- - - D-1 r - t - -ILL, 11 SEE CIVIL, MECHANICAL, PLUMBING, ELECTRICAL AND TECHNOLOGY DRAWINGS 1 i-------- 7 FOR ADDITIONAL DEMOLITION INFORMATION. = It �� r ; 12 REMOVE MATERIALS AND EQUIPMENT TO BE REINSTALLED OR RETAINED IN A II y�II II II MANNER TO PREVENT DAMAGE. STORE AND PROTECT. `"I I II a iI II 13 PRIOR TO SAWCUTTING ANY EXISTING CONCRETE FLOOR SLAB, PROVIDE FIELD ���T1 II a 6 II ENGINEERING AND UTILITIES LOCATION SERVICES TO LOCATE ANY EXISTING ll II ®I - II ELECTRICAL,TELEPHONE, WATER, SANITARY SEWER OR STORM DRAIN LINES II a 0 II WITHIN THE AREA OF WORK. II I 4346 14 SEE SLAB PLAN FOR SAWCUT AREAS. W JAMES M. FITZPATRICK n DigIal1Y somlY James M. II 15 THE TERM DEMOLISH INDICATES THAT THE ITEM BECOMES THE PROPERTY OF THE ° FI�� I�1I�1II IIIIII III .,l, p g. h.08132]:1&0 PORTLANDOREN II � 8'q GENERAL CONTRACTOR FOR DISPOSAL. LL OF II RED DASHED LINES REPRESENT ITEMS TO BE DEMOLISHED - r I L " I ✓//11/!/!� h u I�� u BLACK SOLID LINES REPRESENT ITEMS TO BE REMAIN I 1 q _ � II It I�1 II II II II II I 1 II II II II II Ir/�) II II II It 1r DEMOLITION NOTES: 1 DEMOLITION DRAWINGS ARE DIAGRAMMATIC AND ARE TO ASSIST THE CONTRACTOR IN ESTABLISHING THE GENERAL SCOPE-OF-WORK. PROVIDE ALL DEMOLITION REQUIRED TO COMPLETE THE WORK. 2 AT DEMOLITION AREA REMOVE ALL BUILDING ELEMENTS, INCLUDING BUT NOT 1 LIMITED TO ROOF, WALLS, STRUCTURE, CONCRETE SLABS, FOOTING AND FOUNDATION, MECHANICAL, ELECTRICAL, PLUMBING AND TECHNOLOGY. - - 3 CONTRACTOR TO PROVIDE TEMPORARY SHORING AND BRACING AS REQUIRED TO SUPPORT REMAINING BUILDING ELEMENTS. 4 ENGINEERED SHORING PLANS AND CALCULATIONS, STAMPED BYAN ENGINEER LICENSED IN THE STATE OF OREGON SHALL BE SUBMITTED IN ADVANCE FOR APPROVAL BY THE LOCAL JURISDICTION. J 5 DO NOT DAMAGE OR UNDERMINE FOUNDATIONS SUPPORTING BUILDING ELEMENTS. J 6 SAW CUT OR OTHERWISE NEATLY REMOVE DEMOLISHED ELEMENTS AT THE INTERFACE WITH ELEMENTS TO REMAIN. 7 TEMPORARY WALLS AND WATERPROOFING SHALL CONSIST OF: -GYPSUM BOARD WITH JOINTS TAPED ON OCCUPIED SIDE. -MINIMUM 2X4 WOOD STUDS AT 24"OC. -UNFACED MINERAL WOOL BLANKET INSULATION IN STUD CAVITIES. - 1/2" PLYWOOD ON CONSTRUCTION OPERATIONS SIDE. r� -POLYETHYLENE SHEET SECURELY FASTENED OVER EXTERIOR FACE OF WALL _____ __ __ __ _ _ _tc=======1�==v==n= - e-trrrr-rrl�=__=___�- -t===c==c,i WITH TAPED EDGES. POLYETHYLENE SHEET: REINFORCED, 10 MILS MINIMUM I B I ,I 11 11 II II II ,I THICKNESS. II n n u u u q 1 1 8 SEAL JOINTS AND PERIMETER. EQUIP PARTITIONS WITH GASKETED DUSTPROOF ,I II n II a II II DOORS AND SECURITY LOCKS WHERE OPENINGS ARE REQUIRED.ALL MATERIALS If TO EXTEND TO BOTTOM OF STRUCTURE UNLESS OTHERWISE NOTED. u u II Dull Olson Weekes - IBI Group I n n u n It ,I II n u u 11II 9 AT CURBS IN EXISTING ROOF, TIE POLYETHYLENE SHEET INTO EXISTING ASSEMBLY Architects, Inc. ,1 u n u n n II SO THAT WATER HAS POSITIVE DRAINAGE FROM EXISTING ROOF WITHOUT WETTING I 11 II 11 II II OF EXISTING STRUCTURE FINISHES. 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LED OR RETAINED IN A II ll I I I I n u d d I i -r q II II 0 I II III 13 PRIOR TO SAWCUTTING ANY EXISTING CONCRETE FLOOR SLAB, PROVIDE FIELD 11 < y ' II ill II II II I III It L ==1JI II II y II 1 n II L`=J1I 0 II 1 I I ENGINEERING AND UTILITIES LOCATION SERVICES TO LOCATE ANY EXISTING �j 1J Ej(r ELECTRICAL, TELEPHONE,WATER, SANITARY SEWER OR STORM DRAIN LINES � y c-----------:3 If WITHIN THE AREA OF WORK.-__________= �I f 4346 11 L L___i��_ _ T rL____ ___ J�___J I 14 SEE SLAB PLAN FOR SAWCUT AREAS. W JAMES M. 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INTERIOR&EXTERIOR DOORS � REMAIN EXISTING 5. LIGHT FIXTURES&CONTROLS II 6. STAIRS UP TO STAGE DOOR& 6.TECHNOLOGY FIXTURES, INCLUDING WIFI �I 3. ROOF STRUCTURE A AND SOUND SYSTEM I 4.WINDOWS II •�a a JI 7. DRINKING FOUNTAINS FRAME TO II 5. FIRE SPRINKLER SYSTEM, INSPECT 1 II 8. MARKERBOARDS "U . a REMAIN I, MOLISH FOR POTENTIAL REUSE J n �'A 11..E BASKETBALL BACKSTOPS 1� II u 1 '' 11 11 2. DOORS&FRAMES, EXCEPT WHERE NOTED I DEMOLISH II II Iy 6 __ A 1 i 1 � n I r r -- TO REMAIN 11 1. MECHANICAL SOFFIT(FRAMED 1 j it - 1 11 ISOFFIT& I lI 3. MECHANICAL SYSTEM, INCLUDING FRAMED 1I 2.. LIGHT FIXTURES ICAL SYSTEM) ; I�_, i j y1 xl j n �I II TO REMAIN 1; k e y p 1 8 n SOFFITS&CHASES, EXCEPT WHERE NOTED CJS __ - - - �1 i' IL----JI 3. INTERIOR& EXTERIOR DOORS& 1 11 II III 1 j ___ I n u n u n 1 n n 4. STAIRS&ASSOCIATED HANDRAILS I I FRAMES, INCLUDING OVERHEAD II y Ilk a 11 f- l 1� JI COILING DOORS AT SERVERY - - - - - - - - 1; �I ;�_�' I1 4.WAINSCOT ,1 i I ILr==a___ ___= JL == J1 I1 a EXISTING STAGE TO REMAIN n 1, phase Bid & Permit 5.ACOUSTICAL PANELS 11 11 1E -11 11 11 I I I, H 6. DRINKING FOUNTAINS li I; 11 1� ;1 11 TO REMAIN UJ jl ;1 �; ;I I� II 1. FLOOR STRUCTURE, INCLUDING WOOD „ - - -- - () SALVAGE: ,I ,1 II ,L=J 11 FLOOR FINISH I I I date February 8, 2019 I 1. PROJECTOR, MOUNT, POLE,& L ,I ,1 I Ir �l II 2. CONCRETE WALLS& PILASTERS Lir=__---------------- APPLE TV FROM EXISTING COMMONS yy1y� 11 , 11 I I II ., - -- --- v 7p CEILING AND RETURN TO TTSD. �;+ I� fi 1 �; I ________ 3. ROOF STRUCTURE revisions 2. PROJECTION SCREEN AND STORE _ _ 4. CONTRACTOR TO REMOVE THE 2 _ . _J� =JL =� II 1 CURTAINS, ROLL UP AND HAND OVER TO FOR REUSE IN THE NEW COMMONS jl 1 DISTRICT PRIOR TO COMMENCEMENT OF 3.THEATRICAL LIGHTING FOR REUSE ,I I� DEMOLITION.ALL RIGGING AND A1.12 O IN THE NEW STAG JL______ __ _ Jy ASSOCIATED PIPE STRUCTURE FOR r9 Ir1r 3 A1.11 CURTAINS TO REMAIN. pp `- ' ' 11 II 5. LIGHT FIXTURES(GENERAL LIGHTING & O p �I li 2 STAGE LIGHTING) 2 A1.13 3 1 11 �I 6. LIGHTING CONTROL BOX LU 1 7. ELECTRICAL PANELS, OUTLETS, SURFACE �; i� MOUNTED CONDUIT 1 IY 4 A1.10 3 1I II DEMOLISH 2 iI II 1. MECHANICAL SYSTEM (DUCTS, �� DIFFUSERS, ETC.) # 16055 WHERE NOTED O REMAIN 2. INTERIOR& EXTERIOR OORS, EXCEPT project Q I I 11 OVERALL DEMOLITION L SECOND FLOOR PLAN rn IL An02la) OVERALL SECOND FLOOR DEMOLITION PLAN 1 CZ)N (n SCALE: 1"=20'-i ti� DEMOLITION NOTES: �I 1 DEMOLITION DRAWINGS ARE DIAGRAMMATIC AND ARE TO ASSIST THE CONTRACTOR IN ESTABLISHING THE GENERAL SCOPE-OF-WORK. PROVIDE ALL DEMOLITION REQUIRED TO COMPLETE THE WORK. 2 AT DEMOLITION AREA REMOVE ALL BUILDING ELEMENTS, INCLUDING BUT NOT 1 LIMITED TO ROOF,WALLS, STRUCTURE, CONCRETE SLABS, FOOTING AND FOUNDATION, MECHANICAL, ELECTRICAL, PLUMBING AND TECHNOLOGY. 3 CONTRACTOR TO PROVIDE TEMPORARY SHORING AND BRACING AS REQUIRED TO - - SUPPORT REMAINING BUILDING ELEMENTS. 4 ENGINEERED SHORING PLANS AND CALCULATIONS, STAMPED BY AN ENGINEER LICENSED IN THE STATE OF OREGON SHALL BE SUBMITTED IN ADVANCE FOR APPROVAL BY THE LOCAL JURISDICTION. J 5 DO NOT DAMAGE OR UNDERMINE FOUNDATIONS SUPPORTING BUILDING ELEMENTS. J 6 SAW CUT OR OTHERWISE NEATLY REMOVE DEMOLISHED ELEMENTS AT THE INTERFACE WITH ELEMENTS TO REMAIN. 7 TEMPORARY WALLS AND WATERPROOFING SHALL CONSIST OF: -GYPSUM BOARD WITH JOINTS TAPED ON OCCUPIED SIDE. -MINIMUM 2X4 WOOD STUDS AT 24"OC. - UNFACED MINERAL WOOL BLANKET INSULATION IN STUD CAVITIES. - 1/2" PLYWOOD ON CONSTRUCTION OPERATIONS SIDE. r� __________ __ _ _____ ___ _________ _________ _ _ _ _ _ __ _ _ _ _ __ _ _ _ _ _ _ _ _ _ __ ___________ - POLYETHYLENESHEETSECURELYFASTENEDOVEREXTERIORFACEOFWALL I I r WITH TAPED EDGES. POLYETHYLENE SHEET: REINFORCED, 10 MILS MINIMUM I THICKNESS. I I 1 1 I - I 8 SEAL JOINTS AND PERIMETER. EQUIP PARTITIONS WITH GASKETED DUSTPROOF I I DOORS AND SECURITY LOCKS WHERE OPENINGS ARE REQUIRED.ALL MATERIALS O O O i TO EXTEND TO BOTTOM OF STRUCTURE UNLESS OTHERWISE NOTED. DUII Olson Weekes - IBI Group 9 AT CURBS IN EXISTING ROOF,TIE POLYETHYLENE SHEET INTO EXISTING ASSEMBLY Architects, Inc. I 1 SO THAT WATER HAS POSITIVE DRAINAGE FROM EXISTING ROOF WITHOUT WETTING I I OF EXISTING STRUCTURE OR FINISHES. PROVIDE TEMPORARY GUTTERS AND I 1 DOWNSPOUTS AS REQUIRED. I 907 SW Stark Street Portland OR 97205 I • • • • i 10 WHERE PARTIAL DEMOLITION OR REMOVAL OF AN ITEM OCCURS, PATCH REMAINING USA I f - --- - - - - WALLS, FLOORS AND CEILING TO MATCH EXISTING ADJACENT MATERIAL, COLOR tel 503 226 6950 fax 503 273 91921 I l i 11 I 1 1 1 1 1 1 I AND FINISH, UNLESS OTHERWISE NOTED. www.dowa-ibigroup.com 1 L - - - - - ------- -'-`-' o I www.ibigroup.com 11 SEE CIVIL, MECHANICAL, PLUMBING, ELECTRICAL AND TECHNOLOGY DRAWINGS I FOR ADDITIONAL DEMOLITION INFORMATION. I I 1 1 12 REMOVE MATERIALS AND EQUIPMENT TO BE REINSTALLED OR RETAINED IN A I 1 MANNER TO PREVENT DAMAGE. STORE AND PROTECT. 13 PRIOR TO SAWCUTTING ANY EXISTING CONCRETE FLOOR SLAB, PROVIDE FIELD T� I o O O ❑ o I ENGINEERING AND UTILITIES LOCATION SERVICES TO LOCATE ANY EXISTING (AFD ARC 1 ° i ELECTRICAL,TELEPHONE,WATER, SANITARY SEWER OR STORM DRAIN LINES �1"- " f I ❑ • WITHIN THE AREA OF WORK. 1 r-7 - 4346 tl:� I 14 SEE SLAB PLAN FOR SAWCUT AREAS. ���W JAMES M. FITZPATRICK 1 e�Fftz alty sp by James M. L_ __ __ _____, r_ _ _ __ __ __ __ ______ _ _ _ _ __ __ __ __ __ _ _ __ � I �•( BBzpatr 15 THE TERM DEMOLISH INDICATES THAT THE ITEM BECOMES THE PROPERTY OF THE o. r I I 1 GENERAL CONTRACTOR FOR DISPOSAL. 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I I LU I ' I ' I J JI project # 16055 7 1 E1 OVERALL DEMOLITION y I ROOF PLAN 4 I (.0 L--------------- ------- ---� - oS) Al m03 min oN OVERALL ROOF DEMOLITION PLAN 1 SCALE: V =20--OH ■ NU DEMOLITION NOTES : 1 DEMOLITION DRAWINGS ARE DIAGRAMMATIC AND ARE TO ASSIST THE CONTRACTOR IN ESTABLISHING THE GENERAL SCOPE-OF-WORK. PROVIDE ALL \I DEMOLITION REQUIRED TO COMPLETE THE WORK. 2 AT DEMOLITION AREA REMOVE ALL BUILDING ELEMENTS, INCLUDING BUT NOT LIMITED TO ROOF,WALLS, STRUCTURE, CONCRETE SLABS, FOOTING AND FOUNDATION,MECHANICAL, ELECTRICAL, PLUMBING AND TECHNOLOGY. - - 3 CONTRACTOR TO PROVIDE TEMPORARY SHORING AND BRACING AS REQUIRED TO SUPPORT REMAINING BUILDING ELEMENTS. 4 ENGINEERED SHORING PLANS AND CALCULATIONS, STAMPED BY AN ENGINEER LICENSED IN THE STATE OF OREGON SHALL BE SUBMITTED IN ADVANCE FOR APPROVAL BY THE LOCAL JURISDICTION. J 5 DO NOT DAMAGE OR UNDERMINE FOUNDATIONS SUPPORTING BUILDING ELEMENTS. J 6 SAW CUT OR OTHERWISE NEATLY REMOVE DEMOLISHED ELEMENTS AT THE INTERFACE WITH ELEMENTS TO REMAIN. 7 TEMPORARY WALLS AND WATERPROOFING SHALL CONSIST OF: -GYPSUM BOARD WITH JOINTS TAPED ON OCCUPIED SIDE. -MINIMUM 2X4 WOOD STUDS AT 24"OC. -UNFACED MINERAL WOOL BLANKET INSULATION IN STUD CAVITIES. r� -1/2"PLYWOOD ON CONSTRUCTION OPERATIONS SIDE. -POLYETHYLENE SHEET SECURELY FASTENED OVER EXTERIOR FACE OF WALL ' ' I I WITH TAPED EDGES. POLYETHYLENE SHEET: REINFORCED, 10 MILS MINIMUM THICKNESS. 1 1 8 SEAL JOINTS AND PERIMETER. EQUIP PARTITIONS WITH GASKETED DUSTPROOF DOORS AND SECURITY LOCKS WHERE OPENINGS ARE REQUIRED.ALL MATERIALS I ell �j �j TO EXTEND TO BOTTOM OF STRUCTURE UNLESS OTHERWISE NOTED. DUII Olson Weekes - IBI Group 9 AT CURBS IN EXISTING ROOF,TIE POLYETHYLENE SHEET INTO EXISTING ASSEMBLY Architects, Inc. \ SO THAT WATER HAS POSITIVE DRAINAGE FROM EXISTING ROOF WITHOUT WETTING _ _ _ _ _ _ \_ _ - - —r �\ _ _ _ - _ _ _ LEVEL 2a(STA�(290.0' OF EXISTING STRUCTURE OR FINISHES. PROVIDE TEMPORARY GUTTERS AND MIN 111 - — - - - - - - - - - - - - - - - - - - - — - - - - 15,-0 DOWNSPOUTS AS REQUIRED. 907 SW Stark Street Portland OR 97205 WHERE PARTIAL DEMOLITION OR REMOVAL OF AN TEM CCURS, PATCH USA / / \ - - - - - - - - - / - I� 10 AND FINISH,ORS AND UNL SS OTHERWISEING OMATCH NOTED.EXISTING IADJAOENT MATERIAL, COLORING www dowal 503 -iiti groo p.com fax 503 273 9192' / _ _ www.ibigroup.com LEVEL 2(286.011 (286.0 11 SEE CIVIL, MECHANICAL, PLUMBING, ELECTRICAL AND TECHNOLOGY DRAWINGS 0" FOR ADDITIONAL DEMOLITION INFORMATION. EXISTING WINDOW TO REMAIN 12 REMOVE MATERIALS AND EQUIPMENT TO BE REINSTALLED OR RETAINED IN A EXISTING WINDOW TO REMAIN MANNER TO PREVENT DAMAGE. STORE AND PROTECT. NEW PARTITION WALLS, --- EXISTING WINDOW TO REMAIN SEE SECTOR PLANS 13 PRIOR TO SAWCUTTING ANY EXISTING CONCRETE FLOOR SLAB, PROVIDE FIELD ENGINEERING AND UTILITIES LOCATION SERVICES TO LOCATE ANY EXISTING EXISTING WINDOW TO REMAIN ELECTRICAL,TELEPHONE,WATER, SANITARY SEWER OR STORM DRAIN LINES WITHIN THE AREA OF WORK. Q7J 4346 14 SEE SLAB PLAN FOR SAWCUT AREAS. JAMES M. FITZPATRICK C-1 EXISTING COMMONS / NEW BAND & ORCHESTRA DEMO D=fy by James M. 15 THE TERM DEMOLISH INDICATES THAT THE ITEM BECOMES THE PROPERTY OF THE F Vi& T w GENERAL CONTRACTOR FOR DISPOSAL T f PORTLAND, OREPZ'oe ia:ze:oa ELEVATION W ES SCALE: 1/4"= 1' f' OF -11177 RED RED DASHED LINES REPRESENT ITEMS TO BE DEMOLISHED — BLACK SOLID LINES REPRESENT ITEMS TO BE REMAIN NEW OPENING IN EXISTING CONCRETE WALL, NEW OPENING IN EXISTING CONCRETE WALL, RUN PLUMBING THROUGH NEW OPENING, INFILL AS NEEDED RUN PLUMBING THROUGH NEW OPENING, EXISTING WALL TO BE DEMOLISHED, NEW INFILL AS NEEDED - WALLS, DOORS,WINDOWS PER SECTOR NEW OPENING IN EXISTING CONCRETE WALL, PLANS 8 DIMENSION PLANS. RUN MECHANICAL DUCTS THROUGH NEW KEEP ALL NEW OPENINGS OPENING ABOVE NEW CEILING HEIGHT, BELOW NEW ROOF NEW ROOF AND WALL BEYOND INFILL AS NEEDED I II I 1 II r--------------- •—/ I II , L NEW CEILING IN HALLWAY I I \ I 11 E) I I I I Q I EXISTING CONCRETE BEAM(NO PENETRATIONS I I I O a i II I II I O I II II I I 1 1 II II I1 1 C — N �� I 1 I II / I I I I �� `♦ I �^ Cy) I / 1 1 I II I I t I / ♦ 1 ` ) O o I I I I I I I I t I ♦ I LEVEL 2a(STAGE)�90)D' _ fp I I II / 11 1 I `♦ I —_ - - - - _ - _ - I JIB -I — - - - - - - - - 1 - 1 - - - - - - _— - - - - ---- - - - - - - - '^ K I I I 1 I I I K I 1 19-0' V♦ I ♦ _ �I 1 t II I 1 ♦ = 916 = � I —P-0 CUL 1 `♦ I i I II \ 11 1 I `♦ �� I ICU i ♦ I 1 1 I I I I 1 1 ♦ 1 / I � <</ 1 ♦ I I 1 11 � \ I I 1 I ♦ t � I T! `♦ I 1 1 II I I I I `� i �� I `/ Co 1 ♦ I I I I I I I I / 1 LEVEL 2 X86.0' j EXISTING DOOR TO BE EXISTING CONCRETE EXISTING OVERHEAD DOOR AND EXISTING DOOR TO BE O NEW PARTITION WALL EXISTING OPENINGS, INFILL + O O DEMOLISHED, INFILL COLUMNS (NO WALL TO BE DEMOLISHED, INFILL DEMOLISHED, NEW DOOR PER DIMENSION PLANS ~ PER DIMENSION PLANS PENETRATIONS) PER DIMENSION PLANS PER SECTOR PLANS > O ■� L 31. C0 co C0 co U) 3 Cfl to Lo EXISTING COMMONS / NEW CORRIDOR DEMO ELEVATION ESCALAST 3 B � C i NEW ROOF AND WALL BEYOND, E KEEP PENETRATIONS BELOW NEW ROOF 1 c I I k e y p l a n I C Y + + - - - -- _ _ _ _ phase Bid & Permit _II I \ I FAA NEW OPENING IN EXISTINGI Z CONCRETE WALL FOR NEW Lu `� ;- - - - - - - date February 8, 2019 MECHANICAL DUCTS. NEW CEILING.I OPENING TO BE ABOVE revisions CU I ROUTE PLUMBING H ' THROUGH NEW OPENING, L0 I SEE PLUMBING PLANS LO -_-_ - - - - - - � CD ,, `♦ I I I NEW CEILING IN HALLWAY ` I . I ♦ I I I I . 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PROVIDE ALL \I DEMOLITION REQUIRED TO COMPLETE THE WORK. 2 AT DEMOLITION AREA REMOVE ALL BUILDING ELEMENTS, INCLUDING BUT NOT 1 LIMITED TO ROOF,WALLS, STRUCTURE, CONCRETE SLABS, FOOTING AND - - FOUNDATION, MECHANICAL, ELECTRICAL, PLUMBING AND TECHNOLOGY. 3 CONTRACTOR TO PROVIDE TEMPORARY SHORING AND BRACING AS REQUIRED TO SUPPORT REMAINING BUILDING ELEMENTS. 4 ENGINEERED SHORING PLANS AND CALCULATIONS, STAMPED BYAN ENGINEER LICENSED IN THE STATE OF OREGON SHALL BE SUBMITTED IN ADVANCE FOR NEW OPENING IN EXISTING CONCRETE WALL, APPROVAL BY THE LOCAL JURISDICTION. RUN NEW MECHANICAL DUCTS THROUGH I NEW OPENING, INFILL AS NEEDED +y 5 DO NOT DAMAGE OR UNDERMINE FOUNDATIONS SUPPORTING BUILDING ELEMENTS. J NEW CEILING NEW OPENINGS AS NEEDED p 6 SAW CUT OR OTHERWISE NEATLY REMOVE DEMOLISHED ELEMENTS AT THE FOR PIPES, SEE PLUMBING - # LEVEL MECHANICAL MEZANINE(299.0INTERFACE WITH ELEMENTS TO REMAIN. - 24'-0" I 7 TEMPORARY WALLS AND WATERPROOFING SHALL CONSIST OF: -GYPSUM BOARD WITH JOINTS TAPED ON OCCUPIED SIDE. t f t -� -MINIMUM 2X4 WOOD STUDS AT 24"OC. -UNFACED MINERAL WOOL BLANKET INSULATION IN STUD CAVITIES. -1/2" PLYWOOD ON CONSTRUCTION OPERATIONS SIDE. -POLYETHYLENE SHEET SECURELY FASTENED OVER EXTERIOR FACE OF WALL / ' I I WITH TAPED EDGES. POLYETHYLENE SHEET: REINFORCED, 10 MILS MINIMUM1117 THICKNESS. - - - - - - - - - - 8 SEAL JOINTS AND PERIMETER. EQUIP PARTITIONS WITH GASKETED DUSTPROOF DOORS AND SECURITY LOCKS WHERE OPENINGS ARE REQUIRED.ALL MATERIALS i' TO EXTEND TO BOTTOM OF STRUCTURE UNLESS OTHERWISE NOTED. DLIII Olson Weekes - IBI Group i _LEVEL 2a(STAGE)(290.0' AT CURBS IN EXISTING ROOF TIE POLYETHYLENE SHEET INTO EXISTING ASSEMBLY Architects, Inc. 9 I SO THAT WATER HAS POSITIVE DRAINAGE FROM EXISTING ROOF WITHOUT WETTING OF EXISTING STRUCTURE OR FINISHES. PROVIDE TEMPORARY GUTTERS AND DOWNSPOUTS AS REQUIRED. 907 SW Stark Street Portland OR 97205 10 WHERE PARTIAL DEMOLITION OR REMOVAL OF AN ITEM OCCURS, PATCH REMAINING USA LEVEL 2(28WALLS, FLOORS AND CEILING TO MATCH EXISTING ADJACENT MATERIAL, COLOR tel 503 226 6950 fax 503 273 91921, - - 6.0' - - - - - -- - AND FINISH, UNLESS OTHERWISE NOTED. www.dowa-ibigroup.com com - www.dowa-Ibl rou EXISTING DOORS TO BE DEMOLISHED, www.ibigroup.com INFILL PER DIMENSION PLANS 11 SEE CIVIL, MECHANICAL, PLUMBING, ELECTRICAL AND TECHNOLOGY DRAWINGS FOR ADDITIONAL DEMOLITION INFORMATION. EXISTING MPR / NEW LOCKER ROOM DEMO ELEVATION 12 REMOVEMANNER TMATERIALSO DAMAGE- MANNER TO PREVENT DAMAGE- STORE AND PROTECT. 13 PRIOR TO SAWCUTTING ANY EXISTING CONCRETE FLOOR SLAB, PROVIDE FIELD WEST 11 AS ENGINEERING AND UTILITIES LOCATION SERVICES TO LOCATE ANY EXISTING � C+r SCALE: 1/4"= 1'-0" v ELECTRICAL,TELEPHONE,WATER, SANITARY SEWER OR STORM DRAIN LINES WITHIN THE AREA OF WORK. f 4346 Ct 14 SEE SLAB PLAN FOR SAWCUT AREAS, W JAMES M. FITZPATRICK C_' I p d Digitally siviby James M. UJ{bs 9 8 O 6 15 THE TERM DEMOLISH INDICATES THAT THE ITEM BECOMES THE PROPERTY OF THE ,— '�r_'nty'alick a 1 GENERAL CONTRACTOR FOR DISPOSAL. -j PORTLANDu°�z , OREorgoz.oetazeaso8 NEW OPENING IN EXISTING CONCRETE WALL, �O j RUN MECHANICAL DUCTS THROUGH NEW Q OPENING, INFILL AS NEEDED OF /JTTZ� 1A RED DASHED LINES REPRESENT ITEMS TO BE DEMOLISHED NEW OPENING IN EXISTING CONCRETE WALL, NEW OPENING IN EXISTING CONCRETE WALL, RUN PLUMBING THROUGH NEW OPENING, RUN MECHANICAL DUCTS THROUGH NEW BLACK SOLID LINES REPRESENT ITEMS TO BE REMAIN INFILL AS NEEDED OPENING, INFILL AS NEEDED I I I IL_ IC--- -- - - - - - - - - - - EXISTING - - - - - - EXISTING DOOR TO BE DEMOLISHED, 91¢ - - - - 171` INFILL PER DIMENSION PLANS V! - _ )_ 90MAIL- NEW _ .- - - - - - - - - - - - - - - - - - - -- - - - -- - - - - - - - - - \ LEVEL 2a(STAGE (2 CEILING II I ————— — — — — — ` 1� I; � --—— —— — — — — — \ I 1 I LEVEL 2(28 6.0' \ EXISTING DOOR TO BE DEMOLISHED, EXISTING DOOR TO BE DEMOLISHED, J NEW DOOR PER SECTOR PLANS, NEW DOOR PER SECTOR PLANS, ' + O c INFILL PER DIMENSION PLANS INFILL PER DIMENSION PLANS V X }o / \ j j j EXISTING TUNNEL TO REMAIN C V/� � I, I C O ti LEVEL 1a(278') NEW OPENING IN EXISTING NEW PARTITION WALL EXISTING OPENING 3'-0" �- O O CONCRETE WALL, SEE TO BE INFILLED, SEE �r co co DIMENSION PLANS DIMENSION PLANS EXISTING MPR / NEW LOCKER ROOM & DRAMA ROOM DEMO ELEVATION SOUTH 2 _� � co C SCALE: 1/4"- 1'-0" I— EXISTING OPENING TO BE INFILLED - NEW OPENINGS AS NEEDED EXISTING OPENING TO BE INFILLED FOR PIPES, SEE PLUMBING B II CII II - D EXISTING OPENING EXISTING OPENING I TO BE INFILLED TO BE INFILLED - I II EXISTING DOORS TO BE DEMOLISHED, OPENING TO REMAIN ^' 1i k e y p l a n 1 phase Bid & Permit N- - - - - • • - - - - - - - LEVEL 2a STAGE (2 w �)I 1 1 — — — 15,-D. date February 8, 2019 0 IK. = 916 i� 91¢ II 1 1 NEW CEILING >I h 1 EXISTING DOORS TO BE DEMOLISHED, I I revisions --6 ii � i , i it � � � X11 INFILL PER DIMENSION PLANS � � I 1 It � I 1 1 Ali 11 11 I [------- -- -- -——- - - - ------------------------- L1 LEVEL 2(286.LO 0' -- ---- LO EXISTING DOORS TO BE DEMOLISHED, CD INFILL PER DIMENSION PLANS 00 F- EXISTING TUNNEL TO REMAIN W 9 1 / / / v project # 16055 CD v EXISTING DOOR TO BE DEMOLISHED, 1 EXISTING OPENING EXISTING WALL TO REMAIN \NEW OPENING IN LEVEL to - - - - - - - - - 3'-D" INTERIOR DEMO 20 INFILL PER DIMENSION PLANS TO BE INFILLED, SEE CONCRETE WALL, SEE TING ELEVATIONS SECTOR E Q C DIMENSION PLANS DIMENSION PLANS N CD EXISTING MPR / NEW LOCKER ROOM & DRAMA ROOM 1 oY A1 . 1 DEMO ELEVATION NORTH (D 1 o � N� 0 SCALE: 1/4"= 1'-0" a0 NU DEMOLITION NOTES: 1 DEMOLITION DRAWINGS ARE DIAGRAMMATIC AND ARE TO ASSIST THE CONTRACTOR IN ESTABLISHING THE GENERAL SCOPE-OF-WORK. PROVIDE ALL DEMOLITION REQUIRED TO COMPLETE THE WORK. 2 AT DEMOLITION AREA REMOVE ALL BUILDING ELEMENTS, INCLUDING BUT NOT LIMITED TO ROOF,WALLS, STRUCTURE, CONCRETE SLABS, FOOTING AND FOUNDATION, MECHANICAL, ELECTRICAL, PLUMBING AND TECHNOLOGY. (0000�1' - L 3 CONTRACTOR TO PROVIDE TEMPORARY SHORING AND BRACING AS REQUIRED TO SUPPORT REMAINING BUILDING ELEMENTS. 4 ENGINEERED SHORING PLANS AND CALCULATIONS, STAMPED BY AN ENGINEER LICENSED IN THE STATE OF OREGON SHALL BE SUBMITTED IN ADVANCE FOR APPROVAL BY THE LOCAL JURISDICTION. J I I 5 DO NOT DAMAGE OR UNDERMINE FOUNDATIONS SUPPORTING BUILDING ELEMENTS. J I I I I 6 SAW CUT OR OTHERWISE NEATLY REMOVE DEMOLISHED ELEMENTS AT THE I I INTERFACE WITH ELEMENTS TO REMAIN. I 1 I I 1 1 7 TEMPORARY WALLS AND WATERPROOFING SHALL CONSIST OF: I I I I -GYPSUM BOARD WITH JOINTS TAPED ON OCCUPIED SIDE. NEW WALL PER DIMENSION PLANS -MINIMUM 2X4 WOOD STUDS AT 24"OC. -UNFACED MINERAL WOOL BLANKET INSULATION IN STUD CAVITIES. I I 1 1 - 1/2" PLYWOOD ON CONSTRUCTION OPERATIONS SIDE. r� I I j j -POLYETHYLENE SHEET SECURELY FASTENED OVER EXTERIOR FACE OF WALL ' ' I I I I I I WITH TAPED EDGES. POLYETHYLENE SHEET: REINFORCED, 10 MILS MINIMUM I I THICKNESS. I I I I 1 1 8 SEAL JOINTS AND PERIMETER. EQUIP PARTITIONS WITH GASKETED DUSTPROOF 1 I I I DOORS AND SECURITY LOCKS WHERE OPENINGS ARE REQUIRED.ALL MATERIALS I I TO EXTEND TO BOTTOM OF STRUCTURE UNLESS OTHERWISE NOTED. 1 Dull Olson Weekes - IBI Group EXISTING PLYWOOD WALL AND RAILING TO REMAIN 9 AT CURBS IN EXISTING ROOF, TIE POLYETHYLENE SHEET INTO EXISTING ASSEMBLY Architects, Inc. SO THAT WATER HAS POSITIVE DRAINAGE FROM EXISTING ROOF WITHOUT WETTING I 1 I 1 OF EXISTING STRUCTURE OR FINISHES. PROVIDE TEMPORARY GUTTERS AND I I 1 I DOWNSPOUTS AS REQUIRED. I I 907 SW Stark Street Portland OR 97205 j i I I 10 WHERE PARTIAL DEMOLITION OR REMOVAL OF AN ITEM OCCURS, PATCH REMAINING USA I I j j WALLS, FLOORS AND CEILING TO MATCH EXISTING ADJACENT MATERIAL, COLOR tel 503 226 6950 fax 503 273 91921 I I 1 1 AND FINISH, UNLESS OTHERWISE NOTED. www.dowa-ibigroup.com I I I 1 www-ibigroup.com LEVEL 2a(STAGE)(290.0 11 SEE CIVIL, MECHANICAL, PLUMBING, ELECTRICAL AND TECHNOLOGY DRAWINGS 15'-0" FOR ADDITIONAL DEMOLITION INFORMATION. 12 REMOVE MATERIALS AND EQUIPMENT TO BE REINSTALLED OR RETAINED IN A MANNER TO PREVENT DAMAGE. STORE AND PROTECT. 13 PRIOR TO SAWCUTTING ANY EXISTING CONCRETE FLOOR SLAB, PROVIDE FIELD EXISTING M U LT-USE BALCONY DEMO ELEVATION EAST ENGINEERING AND UTILITIES LOCATION SERVICES TO LOCATE ANY EXISTING �r = ELECTRICAL,TELEPHONE,WATER, SANITARY SEWER OR STORM DRAIN LINES SCALE: 1/4" 1'-0" WITHIN THE AREA OF WORK. � 4346 14 SEE SLAB PLAN FOR SAWCUT AREAS. W JAMES M. EITZPATRICK C-1 d/ Df9Ra1b s4�bY Janes M. 15 THE TERM DEMOLISH INDICATES THAT THE ITEM BECOMES THE PROPERTY OF THE ^ '( pFilz1gpatri* " I GENERAL CONTRACTOR FOR DISPOSAL. PORTLAND, ORE6WI0z.08132e38-08'Od• 10 11 9 OF o RED DASHED LINES REPRESENT ITEMS TO BE DEMOLISHED — BLACK SOLID LINES REPRESENT ITEMS TO BE REMAIN , NEW OPENING IN EXISTING CONCRETE WALL, NEW GRILLE PER MECHANICAL, INFILL AS NEEDED .0 L 0 O - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - LEVEL 2aG�(290.0' O EXISTING DOOR TO BE DEMOLISHED, l 1 15'-0" _ NEW GRILLE PER MECHANICAL, 04 INFILL AS NEEDED . 1 ` O U ti I\\ U) CU gel r� Q O Iti NEW DOOR IN EXISTING OPENING, / 1 `- 1 y ` c/ ' O INFILL PER DIMENSION PLANS - \ /" `�`` 5 �- O O - - - 1 `. 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PROVIDE ALL DEMOLITION REQUIRED TO COMPLETE THE WORK. 2 AT DEMOLITION AREA REMOVE ALL BUILDING ELEMENTS, INCLUDING BUT NOT 1 LIMITED TO ROOF,WALLS, STRUCTURE, CONCRETE SLABS, FOOTING AND FOUNDATION, MECHANICAL, ELECTRICAL, PLUMBING AND TECHNOLOGY. - - 3 CONTRACTOR TO PROVIDE TEMPORARY SHORING AND BRACING AS REQUIRED TO SUPPORT REMAINING BUILDING ELEMENTS. 4 ENGINEERED SHORING PLANS AND CALCULATIONS, STAMPED BY AN ENGINEER LICENSED IN THE STATE OF OREGON SHALL BE SUBMITTED IN ADVANCE FOR APPROVAL BY THE LOCAL JURISDICTION. 5 DO NOT DAMAGE OR UNDERMINE FOUNDATIONS SUPPORTING BUILDING ELEMENTS. 6 SAW CUT OR OTHERWISE NEATLY REMOVE DEMOLISHED ELEMENTS AT THE INTERFACE WITH ELEMENTS TO REMAIN. 7 TEMPORARY WALLS AND WATERPROOFING SHALL CONSIST OF: -GYPSUM BOARD WITH JOINTS TAPED ON OCCUPIED SIDE. -MINIMUM 2X4 WOOD STUDS AT 24"OC. -UNFACED MINERAL WOOL BLANKET INSULATION IN STUD CAVITIES. - 1/2"PLYWOOD ON CONSTRUCTION OPERATIONS SIDE. -POLYETHYLENE SHEET SECURELY FASTENED OVER EXTERIOR FACE OF WALL ' , I I WITH TAPED EDGES. POLYETHYLENE SHEET: REINFORCED, 10 MILS MINIMUM THICKNESS. 1 1 LEVEL 2a STAGE (2900 8 SEAL JOINTS AND PERIMETER. EQUIP PARTITIONS WITH GASKETED DUSTPROOF LAG — _ DOORS AND SECURITY LOCKS WHERE OPENINGS ARE REQUIRED.ALL MATERIALS 15 0' TO EXTEND TO BOTTOM OF STRUCTURE UNLESS OTHERWISE NOTED. DUII Olson Weekes - IBI Group 9 AT CURBS IN EXISTING ROOF,TIE POLYETHYLENE SHEET INTO EXISTING ASSEMBLY Architects, Inc. SO THAT WATER HAS POSITIVE DRAINAGE FROM EXISTING ROOF WITHOUT WETTING OF EXISTING STRUCTURE OR FINISHES. PROVIDE TEMPORARY GUTTERS AND DOWNSPOUTS AS REQUIRED. 907 SW Stark Street Portland OR 97205 10 WHERE PARTIAL DEMOLITION OR REMOVAL OF AN ITEM OCCURS, PATCH REMAINING USA WALLS, FLOORS AND CEILING TO MATCH EXISTING ADJACENT MATERIAL, COLOR tel 503 226 6950 fax 503 273 91921 ` AND FINISH, UNLESS OTHERWISE NOTED. www.dowa-ibigroup.com / ,' ,' EXISTING DOOR TO BEwww.ibi rou 9 p com DEMOLISHED, NEW 11 SEE CIVIL, MECHANICAL, PLUMBING, ELECTRICAL AND TECHNOLOGY DRAWINGS STOREFRONT WINDOW FOR ADDITIONAL DEMOLITION INFORMATION. PER SECTOR PLANS EXISTING DOOR TO BE , - 12 REMOVE MATERIALS AND EQUIPMENT TO BE REINSTALLED OR RETAINED IN A DEMOLISHED, NEW STOREFRONT MANNER TO PREVENT DAMAGE. STORE AND PROTECT. - — - -- WINDOW PER SECTOR PLANS 13 PRIOR TO SAWCUTTING ANY EXISTING CONCRETE FLOOR SLAB, PROVIDE FIELD ENGINEERING AND UTILITIES LOCATION SERVICES TO LOCATE ANY EXISTING C - - - - - --- - L _ _LEVEL 1a ') ELECTRICAL,TELEPHONE, WATER, SANITARY SEWER OR STORM DRAIN LINES T-0" WITHIN THE AREA OF WORK. 4346 14 SEE SLAB PLAN FOR SAWCUT AREAS. W JAMES M. FITZPATRICK C 1 EXISTING MAIN GYM DEMO ELEVATION EAST 15 THE TERM DEMOLISH INDICATES THAT THE ITEM BECOMES THE PROPERTY OF THE '—Fi2paVk16 Jes M. OBY7328:53-08' SCALE: 1/402. "= 1'-0" 3 GENERAL CONTRACTOR FOR DISPOSAL. ��PORTLAND, GREG fl4" ' L /TT/7T/T RED DASHED LINES REPRESENT ITEMS TO BE DEMOLISHED Yl�l!—�1/LJ BLACK SOLID LINES REPRESENT ITEMS TO BE REMAIN NEW WALL PER DIMENSION PLANS EXISTING PLYWOOD WALL L AND RAILING TO REMAIN ,^ �0��00000000000000000 _ ____ __ __ O — — — i — _ — LEVEL 2a(STAGEI(290.0')OILO N U) a, ---- -- - --------------- C o - -6 CU }� L II III II II II ' I ` �/ i-- II CU Q II III �� II II II i 4 II III II II II i 1 . O �' K I 7 O O >* ♦NO L � 07 C7 CU I I I I \. I , •V O M M II II II II i Ln O O T-0" 3 CO L0 LO EXISTING DOOR AND WINDOW TO - EXISTING DOOR TO BE EXISTING DRINKING FOUNTAINS EXISTING STAIR TO BE DEMOLISHED, NEW OPENING IN EXISTING BE DEMOLISHED, INFILL PER DEMOLISHED, NEW DOOR PER TO REMAIN, SEE PLUMBING T `� NEW STAIR PER VERTICAL CIRCULATION CONCRETE WALL SECTOR PLANS SECTOR PLANS EXISTING MAIN GYM DEMO ELEVATION WEST 2 SCALE: 1/4" = 1'-0' 12 11 10 A -- - NEW OPENINGS AS NEEDED C j FOR CONDUIT,SEE ELECTRICAL D CD k e y p l a n c (D phase Bid & Permit J H LU date February 8, 2019 UI revisions — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — LEVEL 2a_(STAGE) 290.0' J r J EXISTING STAIR TO BE DEMOLISHED, LO ' ------- - --_ ------- - NEW STAIR PER VERTICAL CIRCULATION r -- i OO N r I w �, .� IN, r� 1 III II r 1 III II I n 1 It project# 16055 E r 1 n1 r ,,. 1 lI� �I � INTERIOR ao i 111 11 ELEVATIONS SECTOR E N= LEVEL 1a 370" j EXISTING DOOR TO REMAIN EXISTING DOOR TO REMAIN EXISTING DOOR TO BE DEMOLISHED, EXISTING DOOR TO REMAIN pY INFILL PER DIMENSION PLANS Als13 EXISTING MAIN GYM DEMO ELEVATION SOUTH oN � SCALE: 1/,V' = V-0" C%4