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GALLERY FRAMING PLAN
SCALE: 1/8" = 1'-0"
0 1' 2' 4' 8' 1 6'
FRAMING PLAN NOTES: PLAN NORTH
1. ELEVATIONS ±, ARE FROM NOMINAL FIRST FLOOR ELEV +0'-0", SEE CIVIL
DRAWINGS.
2. T/STEEL = +(62'-0") UNO.
3. SEE S401 FOR GENERAL NOTES AND SCHEDULES.
4. SEE ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS NOT SHOWN. CONTRACTOR
SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION AND NOTIFY
ARCHITECT/ENGINEER OF ANY DISCREPANCIES IMMEDIATELY.
5. COORDINATE DECK OPENINGS - EXACT SIZE AND LOCATION, WITH MECHANICAL
CONTRACTOR DRAWINGS AND EQUIPMENT SUPPLIER.
6. ALL STEEL BEAM END REACTIONS ARE 10 KIPS, UNO.
A.6 B B.5
18'-g"
3'-0" 15'-8"
T/SLAB +39' - 6"
5" TOTAL SLAB THICKNESS
1' -1 1/4" EOS 31/2" , CONCRETE ON
1 1/2", 20 GA GALV COMPOSITE
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FRAMING PLAN
SCALE: 1 /8" = 1'-0"
0 1' 2' 4' 8' 16'
FRAMING PLAN NOTES: PLAN NORTH
1. ELEVATIONS ±, ARE FROM NOMINAL FIRST FLOOR ELEV +0'-0", SEE CIVIL
DRAWINGS.
2. T/STEEL = +(39'-1 ") UNO.
3. SEE S401 FOR GENERAL NOTES AND SCHEDULES.
4. SEE ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS NOT SHOWN. CONTRACTOR
SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION AND NOTIFY
ARCHITECT/ENGINEER OF ANY DISCREPANCIES IMMEDIATELY.
5. COORDINATE DECK OPENINGS - EXACT SIZE AND LOCATION, WITH MECHANICAL
CONTRACTOR DRAWINGS AND EQUIPMENT SUPPLIER.
6. ALL STEEL BEAM END REACTIONS ARE 10 KIPS, UNO.
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78' - 4"
1' - 5 3/4" 3' - 81/4" 4' -11" 4' -11" 4' -11" 4' -11" 4' -11" 4' -10" FRAMING PLAN NOTES:
1. ELEVATIONS ±, ARE FROM NOMINAL FIRST FLOOR ELEV +0'-0", SEE CIVIL
DRAWINGS.
2. T/STEEL = +(48'-7") UNO.
3. SEE S401 FOR GENERAL NOTES AND SCHEDULES.
4. SEE ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS NOT SHOWN. CONTRACTOR
SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION AND NOTIFY
ARCHITECT/ENGINEER OF ANY DISCREPANCIES IMMEDIATELY.
5. COORDINATE DECK OPENINGS - EXACT SIZE AND LOCATION, WITH MECHANICAL
CONTRACTOR DRAWINGS AND EQUIPMENT SUPPLIER.
6. ALL STEEL BEAM END REACTIONS ARE 10 KIPS, UNO.
7. ALL WALL TYPES ARE CONTINUOUS FROM BELOW, UNO.
Owner:
CARMEL THEATER
DEVELOPMENT COMPANY
117ll North Pennsylvania Street, Suite 200
Carmel, Indiana 46032
317.573.6050
Architect:
�a. �.�.... �.�. � �. ��...�`
�..� � i�.�.� �� �� �..��`� `�� .
PEDCOR DESIGN GROUP
Architecture / Project Management
355 City Center Drive
Carmel Indiana 46032
317.705.7979 (phone)
317.705.7980 (fax)
Engineer:
MCC O S
STRUCTURAL ENGINEERS FORENSIC ENGINEERS NATIONAL CONSULTANTS
1717 East 116th Street, Suite 200, Carmel, Indiana 46032
317-580-0402 www.mccomaseng.com 317-582-0766 Fax
OFFICE BLDG
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PARKING 6,
GARAGE c�
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7-C-4
E.C. ----------
UNDERGROUND
- DETENTION 7-C-11�
KEY PLAN
SCALE: NTS
PLAN NORTH
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COPYRIGHT & OWNERSHIP OF DOCUMENTS
THIS DOCUMENT IS AN INSTRUMENT OF SERVICES AND IS THE SOLE
PROPERTY OF THE ARCHITECT AND PEDCOR DESIGN GROUP. 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. 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
OTHERWISE DISTRIBUTED IN ANY WAY WITHOUT THE SPECIFIC AND PRIOR
WRITTEN CONSENT OF THE ARCHITECT, JAMES R. STUTZMAN AND
PEDCOR DESIGN GROUP. c COPYRIGHT 2009 JAMES R. STUTZMAN, AIA,
INDIANAPOLIS.
BID PACKAGE NO. 4
Print Date: Sheet Issue Date:
07/22/10 12/22/09
Drawn By: Checked By:
LKM/njh/KLS JAF
Last Revision Date:
No. Date Description
O 01/22/10 Addendum #001
02/24/10 BID PKG.2-AD.N0.1
O 05/05/10 ESI #005
05/25/10 ESI #006
O 07/22/10 CONST ISSUE SET
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Project Number:
Parcel 7C-1
Sheet Title:
LOW ROOF
FRAMING PLAN
Sheet Number:
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ME129019