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HomeMy WebLinkAbout016_S302 - HIGH ROOF FRAMING PLAN (Const Issue 7-22-2010).PDF� J � J � J � J � J � J � J Y Y Y Y Y Y Y Y Y Y Y Y Y Y O� O CD 00 M 00 LC� M 00 � I� � CD 00 I� 00 I� 00 00 cD LC� I� LC� M N M N GRID IRON 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. SEE S401 FOR GENERAL NOTES AND SCHEDULES. 3. SEE ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS NOT SHOWN. CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION AND NOTIFY ARCHITECT/ENGINEER OF ANY DISCREPANCIES IMMEDIATELY. 4. COORDINATE DECK OPENINGS - EXACT SIZE AND LOCATION, WITH MECHANICAL CONTRACTOR DRAWINGS AND EQUIPMENT SUPPLIER. 5. ALL STEEL BEAM END REACTIONS ARE 10 KIPS, U.N.O. 74' - 8" � J � J � J � J � J � J � J � J � J Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y d� LC� d� LC� � CD � I� M 00 00 LC� 00 M O CD O� cD LC� cD LC� M N M N I� LC� cD LC� 00 00 00 I� 00 I� NOTE: 1. SEE PLANS FOR JOIST GIRDER AND JOIST LOCATIONS. 60GSP1 LOADING DIAGRAM 2 SCALE: NTS J � J � J � J YY YY �Y L!') I� I� 6� 0 I� �� �� �� 74' - 8" � J � J � J � J � J � J � J � J � J Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y � N � N � N � N � N � N � N � N � N M M M M M M M M M M M M M M M M M M 60GSP2 LOADING DIAGRAM SCALE: NTS J J J J J � J J J J J J J � J � J Y Y � J � J � J 11 11 Od7 11 11 11 o0N cDN � 0 I� � I� � I� � � � � � � � � � � � � � 60GSP3 LOADING DIAGRAM SCALE: NTS NOTE: 1. SEE PLANS FOR JOIST GIRDER AND JOIST LOCATIONS. 74' - 8" � J � J � J Y Y Y Y Y Y ti � ti � ti � � � � � � � J � J � J � J � J YY �Y YY YY LC� N 0 I� I� d� LC� I� M M � d� d� 00 d� 00 J J J J J J J J J � J J J J J � J � J � J � J Y Y � J � J 11 11 11 11 Od7 11 11 I� � I� � I� � I� � � 0 cDN o0N � � � � � � � � � � � � � � NOTE: 1. SEE PLANS FOR JOIST GIRDER AND JOIST LOCATIONS. i � � I I I � � CFS VE DEFLE( BEAM VENEEI L8x4x7/ (2) 5/8"� SLEEVE W� 2�� E� SHEAR' FOR SF 18'-g" 12'-2" 41/4" : 3'-6" �_ 3'-0" i_ 7'-0" �_ 10'-0" 78' - 4" 44'-0" 5'-0" �_ 5'-0" 10'-0" C.7 15'-8" 7'-0" i_ 3'_0" �_ 3'_6" �_ 9'_2�� C 1/4" EOD i 2 2 3 S501 S411 S411 0 � � � � w � M :::::. W :..... ......... ......... ......... ......... ......... ......... ........ ......... ...... ... ......... ......... ...........134k....... . ........51 k ......... ........ 6 W33X118 5ak .... �s5k ....... ....... ...... ....... ....... ...... ...... 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I I 15'-8" 3 SPA @ 5'-1 5/16" = 22'-p" � 18'-21/8" � � �3'-97/8" C.4 C.7 L 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 = 77'-11" 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, U.N.O. 7. ALL WALL TYPES ARE CONTINUOUS FROM BELOW, UNO. 15'-8" � 4 H EAD B LOC K B EAM S E CTI O N SCALE: 3/4" = 1'-0" Owner: CARMEL THEATER DEVELOPMENT COMPANY 117ll North Pennsylvania Street, Suite 200 Carmel, Indiana 46032 317.573.6050 Architect: �a� ��.��� � ��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 E 7- -1 PARKING 6, GARAGE ci 7-C-3 � 7-C-4 E.C. ---------- UNDERGROUND — DETENTION 7-C-11� KEY PLAN SCALE: NTS PLAN NORTH Project: � 1 U ti � _ . � O L Z c� � � � � � +� N � � C� z � a� O (a � C� W � � �..I..� - � � p� � � Z M � — � I..I.J � � � � J w � � w � � _ ' C� � � W I..1� � -- � � � Z m � U O �n, W W �' ca C� � � Q � J J � 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 � � � Project Number: Parcel 7C-1 Sheet Title: H IGH ROOF FRAMING PLAN Sheet Number: �� s �� � ME129019