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A303 I �� ' I i i � ' i � � __ _ _ _�_�_ _ _ _ _ _ _ _' _ _ _ _ � ' ' � i � ' I � � � � � ' � � � � � � -- - - �- -' - � ' , � � � , � � � � i , � I 1 A202 2 A302 SECOND FLOOR - CONTROL LEVEL SCALE: 1 /8" = 1'-0" GENERAL NOTES A. +0'-0" = 833.50' B. THESE GENERAL NOTES APPLY TO ALL SHEETS. C. DIMENSIONS ARE TO FACE CONCRETE WALLS, MASONARY WALLS, FACE OF METAL STUDS, OR COLUMN CENTERLINE UNLESS NOTED OTHERWISE. D. BUILDING IS FULLY EQUIPPED WITH AN AUTOMATIC SPRINKLER SYSTEM. E. ALL WORK SHOWN IN THESE DRAWINGS AND IN THE SPECIFICATIONS SHALL BE BASE BID UNLESS NOTED TO BE BYALTERNATE BID. F. REFER TO SHEETAG001 FOR WALL TYPES. G. REFER TO SHEETA601 FOR DOOR TYPES. H. REFER TO SHEETA-603 FOR WINDOW TYPES. J. PAINTALL HOLLOW METAL DOORS AND FRAMES, EXPOSED STEEL, LINTELS, HANDRAILS, GUARDRAILS, LADDERS BEAMS, JOISTS, COLUMNS, CATWALKS, FIXED STEEL STAGE LOADING AND OPERATING GALLERY ASSEMBLIES, ETC. IN ALL FINISHED AREAS. K. ALL HOLLOW METAL DOOR FRAMES IN MASONRY WALLS SHALL BE GROUTED FULL. L. CAULK INTERIOR AND EXTERIOR PERIMETERS OF ALL HOLLOW METALANDALUMINUM DOORAND WINDOW FRAMES. M. VERIFY UNDERCUT REQUIREMENTS OF DOORS WHERE CARPET OR OTHER FLOORING IS TO BE INSTALLED. N. MAXIMUM SPACING BETWEEN GYP. BD. CONTROL JOINTS (C.J.) SHALL BE 30'-0". THE MAXIMUM DISTANCE FROM A CORNER TO AJOINT SHALL BE 24'-0". PROVIDE CONTROL JOINTS BETWEEN ALL INTERIOR LOAD BEARING WALLS AND NON-LOAD BEARING WALLS; ATALL ABRUPT CHANGES IN WALL HEIGHT; ATALL CHANGES OF WALL THICKNESS; AT PILASTERS AND COLUMNS. VERIFY FINAL JOINT LOCATIONS WITH A/E BEFORE CONSTRUCTION. 0. MAXIMUM SPACING BETWEEN GYPSUM DRYWALL JOINTS (C.J.) SHALL BE 30' UNLESS NOTED OTHERWISE. VERIFY ALL LOCATIONS WITH ARCHITECT BEFORE CONSTRUCTION. P. AMINIMUM CLEARAREAOF 18" IS REQUIRED TO THE SIDE OF EACH DOOR STRIKE JAMB ON THE PULL SIDE FOR DOORS ON AN ACCESSIBLE ROUTE. Q. ALL ROOF SLOPES ARE 1/4" PER FOOT UNLESS NOTED OTHERWISE. ALL ROOF SLOPEARROWS INDICATE DOWN SLOPE. R. ALL METAL FRAMED WALLS SHALL EXTEND TO ROOF DECK ABOVE AND BE PROVIDED WITH FIRE STOP SEALANT UNLESS NOTED OTHERWISE. S. ALL DOOR FRAMES WILL BE LOCATED 8" FROM CLOSEST ADJACENT WALL. U.N.O. T. DO NOT SCALE DRAWINGS, CONTACTARCHITECT IF SPECIFIC DIMENSION IS NEEDED U. ALL WALL TYPE TOP OF WALL CONDITIONS ARE TYPE 2 (BOTTOM OF DECK) UNLESS NOTED OTHERWISE. REFER TO SHEETAG001 FOR WALLTYPES. V EQUIPMENT = THEATRICAL EQUIPMENT THAT IS PART OF THEATRICAL EQUIPMENT BID PACKAGE W. REFER TO ENLARGED PLANS WHERE WALL TYPE TAGS ARE NOT SHOWN. PLAN NOTES 1. MECHANICAL CHASE WITH ACOUSTICAL LINER PANELS 2. SMOKE CURTAIN POCKETASSEMBLY (EQUIPMENT) 3. THEATRICAL EQUIPMENT 4. DOCK LEVELERAND BUMPERS (EQUIPMENT) 5. REMOVABLE STEEL GUARDRAIL, REFERENCE DETAIL 16/A403, SIMILAR 6. FIXED STEEL GUARDRAIL W/ POSTS @ 4'-0" O.C. MAX, REF. DETAIL 16/A403 FOR TYPICAL RAILING SECTION 7. DEMOUNTABLE GRIDWELL COVER PLATE (BY TEC) 8. CAST IN PLACE CONCRETE STEPS 9. CAST IN PLACE CONCRETE RISER 10. ALIGN STUD WITH EDGE OF FLOOR SLAB OPENING 11. ALIGN STUD WITH FACE OF CMU 12. SHORT INFILL STUD/GYP. BD. BETWEEN CMU AND EXTERIOR STUD WALL 13. ALIGN CENTER LINE OF STUD WITH GRID LINE 14. WOOD CAP RAIL WITH SQUARE ALUMINUM RAILING POST SUPPORTS 15. ALIGN FINISHES 16. MATCH WALL HEIGHT OF ADJACENTACOUSTICAL LEDGE WALL 17. BULLNOSE CORNER 18. DECORATIVE ALUMINUM RAILING SYSTEM WITH WOOD CAP RAIL BASED ON LIVERS BRONZE #42 19. SEATING PLATFORM, ELEVATED 7-3/4" 20. WOOD HANDRAIL 21. 3-5/8" METAL STUD WITH 5/8" GYP. BOARD INFILL BELOW STAIR 22. 2 LAYERS 5/8" GYP BD. OVER 1-1/2" METAL FURRING AT ELEV +3" WITH RIGID INSUL. INFILL 23. 3/4" PLYWD. CAP WITH NATURAL MAPLE FINISH 24. 5/8" GYP BD. OVER 2" METAL FURRING AT ELEV +3" 25. SUPPLY 1-1/2" MTL. FURRING BELOW ELEVATION +0'-0" ►e Owner: CARIV�L THEATER DEVEL OPN�NT CORPOR_ATION, LLC 117ll North Pennsylvania Street, Suite 200 Carmel, Indiana 46032 317.573-6050 Arch itect: � � � PEDGOR DESIGN GROUP, LLC Architecture / Project Management: 355 City Center Drive Carmel, Indiana 46032 317.705.7979 (phone) 317.705.7980 (fax) OFFICE BLDG. 7-C-2 PARKING 7 GARAGE 7-C-3 7-C- 4 E.C. 7-C-11 KEYPLAN SCALE: NTS Project: r I U � J � W � � U z I..L � Q � � � +� N I � � M z U � O � � � w � � � w •- � ��z � �_ m � w � r. � � � W � a� '_ � _ � � � - � � ._ � � � z � � � U O � W � c� C� °' � Q � � � � � COPYRIGHT & OWNERSHIP OF DOCUMENTS THIS DOCUMENT IS AN INSTRUMENT OF SERVICES AND IS THE SOLE PROPERTY OF THE ARCHITECT AND PEDCOR DESIGN GROUP, LLC. ALL INFORMATION CONTAINED HEREIN IS CONFIDENTIAL. ITS SUBMISSION AND DISTRIBUTION TO OTHER PARTIES IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF COMMON LAW COPYRIGHT, INTELLECTUAL PROPERTY RIGHTS OR OTHER RESERVED RIGHTS. ALL INFORMATION CONTAINED HEREIN CONSTITUTES THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, JAMES R. STUTZMAN, AND PEDCOR DESIGN GROUP, LLC. NO PART OR WHOLE OF THIS DESIGN, THESE DRAWINGS, OR THE RESULTING BUILDING OR BUILDINGS, OR PORTIONS OF THE RESULTING BUILDING OR BUILDINGS MAY BE DUPLICATED, COPIED, EXHIBITED, PHOTOGRAPHED, PUBLISHED, MODIFIED OR OTHERWISEDISTRIBUTED INANYWAYWITHOUT THE SPECIFIC AND PRIOR WRITTEN CONSENT OF THE ARCHITECT, JAMES R. STUTZMAN AND PEDCOR DESIGN GROUP, LLC. OO COPYRIGHT 2009, 2010 JAMES R. STUTZMAN, AIA, CARMEL. BID PACKAGE N0. 4 Print Date Sheet Issue Date 05/28/10 12/22/09 Drawn Bv Checked By CDB, EJD, JLS LGA ast evision ate: � 8� BID PKG. 4 06-28-10 � 90 ASI's, RFI's, PR's varies per item � 10 CONST. ISSUE 07-16-10 Project Number: PARCEL 7C-1 Sheet Title: SECOND FLOOR - CONTROL LEVEL PLAN Sheet Number: s �.r