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HomeMy WebLinkAbout013_S202 - MECHANICAL-CONTROL FRAMING PLAN (Const Issue 7-22.PDF�T/SLAB +18' - 2" 5" TOTAL SLAB THICKNESS 31/2" , CONCRETE ON 1 1/2", 20 GA GALV COMPOSITE � DECK w/ 6x6-W2.9xW2.9 WWF 11 - - A.3 B.2 3'-113/8" 3'-25/16" 3'-25/16" 3'-25/16" i 2 `r�� 1'-41/2" S415 � MC18X4 .7 +17 - 9" � z N - N - Q � � � � �� '3d� U o ' o ' X '. , � ti � ti o ';Iti � � � � � + + � ',;',+ W10X12 W1 12 � +17' - 9" +17' 9" � :1'; .... ti � _ + � ti � � W10X12 + W10X12 � +17' - 9" +17' - g�� N _ � N � � 0 O � � � � W10X12 � W10X12 � + +17'-9" +17'-g�� W8x10 W8x10.......... :::::.. :::.: :::::::::................. ::::::::::::::::. :::::::::::.. � ,,:::::::+.1:7��_:9�� :::::::::..... :::::::::+.1:7��_:9��::::::::: .... ..........................................................:::::::::.W 14X22: + _ �::> � , :: ,: ti :; ';', � � :; ;, � + : , +: CV N� ,' X N _ � '` � � O � O � � � � + ::'i EI W8x10.. W8x11 ::.................. ::::................ � � ,+.1:7 �: ._: :9 � � �: ..+ 1..7 � : ._ : .9 � � �:: 4 S414 ENLARGED FRAMING PLAN SCALE: 1/4" = 1'-0" FRAMING SCALE: 1/4" = 1'-0" n� w w� ENLARGED FRAMING SCALE: 1/2" = 1'-0" n� w w� DECK DIRECTION CHANGE U, � W �l i �T � w � � I M N C6x10.5 CHANNEL TOES — SET IN DECK FLUTES Owner: CARMEL THEATER DEVELOPMENT COMPANY 117ll North Pennsylvania Street, Suite 200 Carmel, Indiana 46032 317.573.6050 Architect: �a. �.�.... �.�. � �. ��...�� �..� � �� �� �� �..��`' �� 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 7-C-2 PARKING 6, GARAGE c:� 7-C-3 � 7-C-4 E.C. ---------- UNDERGROUND — DETENTION 7-C-11� KEY PLAN SCALE: NTS PLAN NORTH Project: r 1 U ti � — . � o � � � n , � W � +� N � � � � � � 0 z U C� C� � w � � �..I..� - � � pC � � Z m � — � w � � � J w � � w � � _ '- � � � � � � -- � � Q Z m � U O� a� w � � C� � � Q � J J i 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 FRAMING PLAN NOTES: Drawn By: Checked By: 1. ELEVATIONS ±, ARE FROM NOMINAL FIRST FLOOR ELEV +0'-0", SEE CIVIL LKM/njh/KLS JAF �RawiN�s. Last Revision Date: 2. T/STEEL =+(16'-3") UNO. No. Date Description 3. SEE S401 FOR GENERAL NOTES AND SCHEDULES. 01/22/10 Addendum #001 4. SEE ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS NOT SHOWN. � 02/24/10 BID PKG.2-AD.N0.1 CONTRACTOR 05/05/10 ESI #005 SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION AND NOTIFY O 05/25/10 ESI #006 ARCHITECT/ENGINEER OF ANY DISCREPANCIES IMMEDIATELY. 0�/22/10 CONST ISSUE SET 5. COORDINATE DECK OPENINGS - EXACT SIZE AND LOCATION, WITH � MECHANICAL CONTRACTOR DRAWINGS AND EQUIPMENT SUPPLIER. O 6. ALL STEEL BEAM END REACTIONS ARE 10 KIPS, UNO. 7. ALL WALL TYPES ARE CONTINUOUS FROM BELOW, UNO. O O ..... ....... ...... ....... MECHANICAL/CONTROL FRAMING PLAN SCALE: 1/8" = 1'-0" 0 1' 2' 4' 8' 16' PLAN NORTH Project Number: Parcel 7C-1 Sheet Title: MECHANICAL/CONTROL FRAMING PLAN Sheet Number: � � � � � � ME129019