The URL can be used to link to this page

Home My WebLink About030_S414 - SECTIONS (Const Issue 7-22-2010).PDF1/2" COM DECK 9.7 10 Tmnonn�T 3 5 3/4" 1" CLR � � � � � :i � I � - - - , � - --- � 7 L3x3x1/4xCONT � �04 I � — JOIST ' � I I BEAM ; I � ::� � 5 3/4" 7 L5x5x3/8xCONT EO S404 i ; � COMP SLAB — _ '' � .4. .a�- -a -- ' '4 - _� . a -�•; . a• - :" - ' � . • 6'_ � : - d - - ' - o_ . — _ � � BEAM ' � � � I PL 1/4"x1/2 DEPTH BRG STIFFENER (BS OF ; I WEB) @ EA SUPPORT I � I TROLLEY BEAM w/ I (2) 3/4"f� BOLTS @ ' � EA BEAM CONN w/ i ; I 1/4" END PLATES I I 21/2" COMP SLAB — L5x3x3/8xCONT w/ — 1/2"f�x4" HS @ 3'-0 OC 3/16 BEAM L8x4x7/16x0'-8" @ 32" OC �� w/ (2) 5/8"f� HILTI HLC SLEEVE ANCHORS w/ 2" EMBED S ECTI O N SCALE: 1" = 1'-0" r BEAM �CV I IVIV SCALE: 1" = 1'-0" T/PARAPET +(SEE ARCH) T/STL +(SLOPES) CFS VERTICAL DEFLECTION CLIP VENEER - SEE ARCH T/SLAB +27' - 8" T/STL — — — +27' - 3�� — VENEER - SEE ARCH — CFS VERTICAL DEFLECTION CLIP 3/16 V CFS FRAMING 1/4" EOS L5x3x3/8xCONT w/ 1/2"f�x4" HS @ 3'-0 OC 3/16 L3x3x1/4xCONT T/SLAB +16' - 8" DECK T/STL — — — +16'-3„ CMU WALL (MW) L8x4x7/16x0'-8" wi SLEEVE ANCHOF SHEAR WALL SCI �� f� RCH CMU WALL (MW CONC SLAB w/ #3 @ 12" OC, EU 5/8"f� HILTI HLC SLEEVE ANCHORS w/ 2" EMBED @ 2'-0" OC SECTION SCALE: 1" = 1'-0" T/W +(SEE ARCI VENEER- SEE ARCH CFS FRAMI CFS VERT DEFLECTIC CLIP SECTION SCALE: 1 " = 1'-0" SECTION SCALE: 1 " = 1'-0" 3 HSS WIND GIRT -YP @ BEAMS FS CLIP @ EA TUD CHANNEL DECK 1' - 5" 41/4" VENEER - SEE ARCH I � � CFS FRAMING � � � � I I 3/16 2-12 COMP SLAB � I I � L3x3x1/4xCONT � T/SLAB +16' - 8" . _ „, , Q. . , -__ . _ _ �,� ° ° � �° - � DECK � a�' d� '�a • . e• . , � , — — — o — — — — -- — — — - � — — —T/SL� _ +16' 3" L5x3x3/8xCONT 7 S404 I BEAM, SHIM AS REQ'D � � � I PL 1/4"x1/2 DEPTH BRG STIFFENER (BS OF � � WEB) — � ' (4) 3/4"f� BOLTS BEAM BEAM L8x4x7/16x0'-8" @ 2'-0" OC w/ (2) 5/8"f� HILTI HLC SLEEVE ANCHORS w/ 2" EMBED COLUMN � SECTION SCALE: 1 " = 1'-0" CMU WALL (MW) CFS VERT DEFLECTIO CLIP VENEER-S CFS FRAMIP � I I � � :' 3„ ' I I :', EOS ' I I I I L5x5x3/8xCONT 7 ' I I :' ' S4( COMP SLAB ', I ' - T/SLAB +18' - 2" d a ... _ - . , � _ � � . a a, d ' �-n �-�� a � ��. � -e-�•� - - a °' I . , na • - , a , n .... , I BEAM ; I I `: � ...... � � :' VENEER - SEE ARCH � , I I : � � � � I I :' CFS FRAMING w/ , I ' TOP DELEFECTION TRACK SECTION SCALE: 1" = 1'-0" n , � � � � 3„ : I I � : � � : 7 L5x5x3/8xCONT EOS � I � : , COMP S404 � :' � � : SLAB - - : � : T/SLAB +18' - 2" _ ; ::, :::..a ::, ::..Q :::: , , a _ a = � a - a � - � . � o- ; . _ -/� ; �� _/�� , I`" o ` ' . _ _ -° . a . ' � ' �O " d , :i e - ' � � BEAM � I I : : :, � � : � :............. CFS FRAMING w/ '' I I: _ �o�a��F�o�v _ :''. 1 ' - - - - - - - TRACK +18' - 8" SECTION SCALE: 1" = 1'-0" CFS KICKER @ EA STUD SHEATHING TYP @ BEAMS 3/16 CFS CLIP @ EA STUD CHANNEL DECK � I i BEAM � BEAM (SKEWED) - CFS FRAMING w/ - TOP DELEFECTION T CK SECTIO SCALE: 1" = 1'-0" � � I 3" � 1 � � I �I � � � • . • BEAM VENEER- SEE ARCH 4 L3x3x1/4xCONT 7 S404 I ::, � :: T/STL +(SLOPES) BEAM (WEB) ' VENEER - SEE ARCH A.2 CFS FRAMING � � � � 41/2" EOD I � 7 L3x3x1/4xCONT I I S404 I I .,:::::,,. I � I � - 1 T/STL +(SLOPES) _ VENEER - SEE ARCH � :� SECTION SCALE: 1" = 1'-0" CFS KICKER @ EA STUD � SHEATHING BEAM CFS FRAMING w/ TOP DELEFECTION TRACK S ECTI O N SCALE: 1" = 1'-0" JG CFS FRAMING L6x4x3/8xCONT VENEER-SEE/ CFS FRAMING v TOP DELEFECT TRACK CFS FRAMING CFS VERTICAL — CFS CLIP @ EA DEFLECTION Cl STUD — CONT LIGHT GAGE PLATE VENEER - SEE / FASTENED TO DECK FOR KICKER � DECK CFS FRAMING v TOP DELEFECT TRACK 8 S ECTI O N S414 SCALE: 1" = 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 �_�_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: � 1 U :A � � � � � O i Z � � � � � � +� N � � � z � a� O ('� � C� W � � W •� � p� � � Z M � — � I..I.J � � � � J w � � w � � � � � � � � � � -- � � � Z m � U O�^, W W �' � � W � � � 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 01 /22/10 Drawn By: Checked By: LKM/njh/KLS JAF Last Revision Date: No. Date Description O 02/24/10 BID PKG.2-AD.N0.1 05/05/10 ESI #005 O 07/22/10 CONST ISSUE SET � � � � Project Number: Parcel 7C-1 Sheet Title: SECTIONS Sheet Number: � L L � ME129019