HomeMy WebLinkAbout032_S416 - SECTIONS (Const Issue 7-22-2010).PDFTYP @ BEAM
CFS CLIP @ EA
STUD
CHANNEL
DECK
S ECTI O N
SCALE: 1" = 1'-0"
11
7 L3x3x1/4xCONT 21/2" EOD
S404
DECK
� � <' '; (l 0
SECTION
SCALE: 1" = 1'-0"
SECTION
SCALE: 1" = 1'-0"
LJAJAJIV
BRICK VENEER
SEE ARCH
ARCHED VENEEf
SEE ARCH
LINTEL SECTION
41/2"
SCALE: 1" = 1'-0"
T/STL +29' - 9",`
� CFS VERTICAL
DEFLECTION CLIP
� 6" CFS FRAMING
@ PARAPET
� CFS FRAMING
CFS VERTICAL
DEFLECTION CLIP
�EE ARCH)
e
�RATING
T/GRATING
— — +68' - 3„
� E.3
OFFICE BUILDING
FRAMING AND SLAB
SECTION
SCALE: 1 " = 1'-0"
�SECTION
SCALE: 1 " = 1'-0"
AR
C.8
71/8"
EOS
BENT PLATE 7
� � 3/4"x7"x5"xCONT S40�
COMP SLAB —' I I
� T/SLAB +19' -1"
ad - - . , I
a a�9¢ ' , d_ Q�
� - - •' d ' T/STL +18' - g"
� �
I I
� �
BEAM I I
I I
I I
EMBED 2", SEE SHEAR WALL
SCHED FOR SPACING
L5x3x3/8 CONT w/
1/2"f�x4" HS @ 3'-0" OC
COMP SLAB
T/SLAB +16' - 8"
� � �-"-°��� �
p •4 _a a .
"�1• ' �� � ��- T/STL +16' - 3"
� BEAM
8" BOND BEAM w/
(2) #5 CONT
CFS VERTICAL
DEFLECTION CLIP
CFS FRAMING
8" KO BOND
COMP SLAB BEAM w/ (2) #5
T/SLAB +19' -1" _ CONT
� ` _) K ,
°, .. .c' a' 4 . d 'a� . . . ' _ _
. .a� aA _ _ •'
_a � _
" a - - - -
T/STL +18' - 8" ` - - _ - - - _
--;- `
BEAM 5/8"f� HILTI HLC SLEEVE
ANCHOR @ 2'-0" OC w/
2" EMBED
L5x3x3/8 CONT w/ CMU WALL (MW)
1/2"f�x4" HS @ 3'-0" OC
SECTION
4' - 3" L5x3x3/8xCONT 7
04 SCALE: 1 " = 1'-0"
3/16 2 COMP SLAB
�---
T/SLAB +16' - 8"
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a , d „ d�� - - v { • I a � 'a.�a �� �Q a��, d°,� �ia' • - , r ,.-� _; n. - a I . .. I �.
.a .a _ d , - - ed I ` - .a 6./ /"�.V
- , • •, d.- , '. , , . " '' ", ,.' M ° / - ' h ` / �
_ _ T/STL
. - ......... .....:... . .... ......... .. .... � _ ��
� .. _+��
•��
O O 1" NOTE: I
:� OFFICE BUILDING i GALLERY DETAILING @ ELEV +62'-0" i �
.. FRAMING AND SLAB
WT7x24 CONT, CURVED,
GALVANIZED. BEAR WT ON
8" BRICK EA SIDE OF OPNG.
PROVIDE TEFLON BRG PAD
ONE SIDE OF OPNG.
PLATE 1/4"x31/2"x10" w/ PLATE 1/2"x4"x2'-0" �
(2)1" x 3" SLOTTED HOLES T&B
(2) 3/4" RODS, CONT � �
���
• I •
• � •
CTION
SCALE: 1" = 1'-0"
►�
�16
E.3
.
3/16
BEAM —
� TYP
5'-6"
E.5
4'-3"
PLATE 1/2"x4"x2'-0"
L5x3x3/8xCONT
� S4�04
3/16 2 3/16 TYPCOMP SLAB
�:.......................::........................: T/SLAB +16' - g��
, - . - • o-a- a ` ' o- �- - - •' _ - •a . : , a .a - • a
a . d , a• _ :e - a - a - -. 'a, ' _�Qa��,4a�- -� �.-a � �a .b I - � � � � �.
' d - _ -
a 4. " . . s° " .._.. _ � _ T/ST�
. _ . . , _ ' ' = ' � , h ` , __ _____
� .. . .: ......: �� +16' - 3„
�
O O #3x3'-0" @ 1'-0" OC �"
O O CENTERED OVER BEAM :i` OFFICE BUILDING
.. FRAMING AND SLAB
L8x4x7/16x0'-8" (LLH) �
EA FACE
SECT O
SCALE: 1" = 1'-0"
T
l
BEAM
�:
�8
SIMILAR TO FRAMING SHOWN HERE AT I
ELEVATION +(52'-0") �
41/4° I
COMP SLAB I
i i �
. - a Q -a -
,� , _ , _ ., . _ a
., a• o'. -4 " • .. •.' ,°o-
,a -a -a _ -d • _ -. ,
v � a = - �a � , 9 - a - -
: a- d N a , o .
BEAM
�
CFS FRAMING
1' -1 1/4"
� #3x3'-0" @ 1'-0" OC � � �
w/ 180° STD HOOK I I
� �
COMP SLAB
- - +--�
, - _ . d ' a ` : G -�. q � . . ' .
_ , d
a.� � . - . ,
- •4 � a - : - , o ' _ � 4 a ` � _ ., , - ' , d a 4 - -
a 4 -• o, _. . � . , a
o .= - .
7 BENT PLATE r
S404 3/8"x5"x1'-15/8"xCONT � �
� �
� �
BEAM I I
L3x3x1/4 KICKER I I
@ 2�_p�� p� � �
SECTION
SCALE: 1 " = 1'-0"
SECTION
SCALE: 1" = 1'-0"
S ECTI O N
SCALE: 1" = 1'-0"
S ECTI O N
SCALE: 1" = 1'-0"
CFS VERTICAL
DEFLECTION CLIP
T/SLAB +52' - 5"
T/STL +52' - 0" �
VENEER - SEE ARCH
L6x4x3/8xCONT
(LLH)
T/SLAB +39' - 6",
V
T/STL +39' -1"
CFS VERTICAL
DEFLECTION
TOP TRACK
COMP SLAB
S ECTI O N
SCALE: 1" = 1'-0"
BEAM
PL 1/4"x1/2 DEPTH BRG
STIFFENER (BS OF
WEB) @ EA SUPPORT
TROLLEY BEAM w/
(2) 3/4"f� BOLTS @
EA BEAM CONN w/
1/4" END PLATES
5 T/STL
I +77' -11"
T/STL +77' -1 1/8"
3/16
T/PARAPET �
+(SEE ARCH)
— CFS VERTICAL
DEFLECTION CLIP
T�eTi ��Q� � ��Q��
_ T/STL�
+26' - 2"
TICAL
�ION CLIP
MING
- SEE ARCH
SECTIO
SCALE: 1" = 1'-0"
L4x4x1/4x0'-6" w/
3/4"f� BOLT (TYP)
SPACER PLATE
N �� CATWALK
SECTION �� CATWALK
SCALE: 1 " = 1'-0"
SECTION
SCALE: 1 " = 1'-0"
SE
CTI O N�� BALC O NY
I A.,A.,A IA IlTlll/�l I/IIC�T
BEAM
�HANNELS w/
3/4"f� BOLTS
NGER
HSS HANGER w/
CAP PLATE @ BOTT
COMP SLAB
T/SLAB +19' -1"
° � a : ,
� -0 Q '
9 ' T/STL
+18'-g„
BEAM
SCALE: 1"= 1'-0" S4 � 6
nrr nrnTinni
wl
ION BOLT
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 0 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
�-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:
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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 02/03/10
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 05/25/10 ESI #006
06/07/10 ESI #007
O 07/22/10 CONST ISSUE SET
�
�
�
Project Number:
Parcel 7C-1
Sheet Title:
SECTIONS
Sheet Number:
� ,
L
� 7
ME129019