HomeMy WebLinkAbout74CFS JOISTS
CF
WALL
WIDTH
RIPPLE STUD
3USSET PLATE,
EACH SIDE
TRACK PIECE @
OPEN SIDE
JAMB (BACK TO BACK)
CRIPPLE STUD
. ANCHORAGE @ JAMB
INTER OPNG HEADER DETAILS
SCALE: NTS
SOLID BLOCKING: 18 GA TRACK. LOCATE
BLOCKING AT END OF WALL ADJ TO
OPENINGS, AS REQ'D. NOTCH AND BEND
FLANGES 90° OR ANCHOR TO VERTICAL w/
CLIP ANGLES
#10-16 SCREWS (EA FACE)
@ EA STUD
SEE ALTERNATE BRIDGING
FOR STUDS LESS THAN OR
EQUAL TO 6"
(2) #10-16 SCREWS
(EA FACE)
' 1 1/2"x20 GA FLAT STRAPS
` (EA FACE) LAP SPLICE
STRAPS MIN 4"
(5) #10-16 SCREWS (EA FACE)
NOTE:
PROVIDE'BRIDGING RUNS AS FOLLOWS:
A. 8'-0" OC VERTICALLY FOR WALL SHEATHED ON ONE SIDE ONLY.
B. 12'-0" OC VERTICALLY FOR WALL SHEATHED ON BOTH SIDES.
CFS BRIDGING DETAIL /000
SCALE: NTS
TYPICAL CFS cT"^
CLIP ANGLE, 1/4" LESS
THAN STUD WIDTH.
ATTACH w/ (4) #10-16
SCREWS AS SHOWN,
EACH STUD
VVLV-I\VLLLV VI II"11 YIYLL I IJRIZ
BRIDGING TO BE SPACED AS
REQ'D BY DESIGN
ALT CFS BRIDGING DETAIL
SCALE: NTS
CFS FRAMING
SHEATHING
I P
HOHMANN&BARNARD DW -10
SCREW ON SINGLE ANCHORS
WITH VEE WIRE TIE (5" LONG) LU
z
Y
w �.
U) I
L
TIE CO
VERY 2
EER
VENEER ANCHOR DETAIL
SCALE: 3/4" = 1'-0"
CFS CLIP w
ATTACH TC
(2)1/4" TEK
CFS JOISTS
WALL
WIDTH
'LE STUD
SET PLATE, EACH SIDE
K PIECE @ OPEN
/1B
SSET PLATE, EACH
IE
_ANCHORAGE
EXTER OPNG HEADER DETAILS
SCALE:NTS
CFS CLIP FASTENED TO S1
w! (2) #10 TEK OR (2) 0.177"!
(MIN)
STEEL BEAM, CHANNEL,
TUBE, ETC, SEE PLAN
TYPICAL S1
TOP FLANGE SURFACE ATTACHMENTS
STEEL BEAM, CHANNEL,
TUBE, ETC, SEE PLAN
.FS STUD
,0 P
S4G& LE: NTS
VERTICAL FACE ATTACHMENTS
CFS SLIDE CLIPS
Y1" GAP (MAX)
PLAN VIEW
UJ
J
0
LU
U
W
UJ
LU
Tn
LU
J
J
a
UJ
J
0
LU
v
Eu
LU
LU
J
J
TRACK � INFILL STUD
TRACK EXTERIOR OPENING ELEVATIONS
TRACK � INFILL STUD
Project:
1
U
Ld_
CRIPPLE
Lu
CRIPPLE
STUD
W
U
STUD
Q
0-
O
HEADER GUSSET PLATE,
7
m N
1
EACH SIDE
Z
U c0
ANGLE
�
W
JAMB (BACK TO BACK) JAMB (BACK TO BACK)
ry
co `
OPENING - SEE ARCH
W
SILL HEADER INFILL STUD
UJ
CD E
Z
7 L
�—
GUSSET PLATE,
Z
CRIPPLE
O)
EACH SIDE
co
STUD
W
(D
ANGLE
Q
TRACK EXTERIOR OPENING ELEVATIONS
TRACK � INFILL STUD
TRACK INTERIOR OPENING ELEVATIONS
5 TYP FRAMED OPENING
S405 SCALE: NTS
S405
Owner:
CARMEL CITY CENTER
COMMUNITY DEVELOPMENT
CORPORATION
30 West Main Street, Suite 200
Carmel, Indiana 46032
317.571.2787
Architect:
PEDCOR DESIGN GROUP
Architecture / Project Management
355 City Center Drive
Carmelm Indiana 46032
317.705.7979 (phone)
317.705.7980 (fax)
Engineer:
McCOMAS
STRUCTURALENGINEERS FORENSIC ENGINEERS NATIONAL CONSULTANTS
1717 East 116th Street, Suite 200, Carmel, Indiana 46032
317.580-0402 www.mccomaseng.com 317-582-0766 Fax
\"0,I\\J1IIII
.\`�o�NEY
860325 cc
�. STATE OF :�
T •.
9%/"
r
•
�05 North
T/STL,g, Parcel 7-C Keyplan
+(SEE+(SEE PLAN)
TRACK Ff n nrrl r�rinnl
1" GAP
CFS FRAN
TYP CFS TOP SLIP CONNECTION
SCALE: NTS
-JD (1
CORNER FRAMING
INTERSECTION P
SCALE: NTS
BUC @ EACH
DLT JOINT
WALL INTERSECTION FRAMING
LAN DETAILS
nl Inl�l1 UVV IVl7CIIILII VJIIVV 1LrttIV
SELF -TAPPING SCREWS @ 12" OC
TYP TOP PLATE SPLICE
SCALE: NTS
N
Project:
1
U
Ld_
CRIPPLE
Lu
CRIPPLE
STUD
W
U
STUD
Q
0-
O
HEADER GUSSET PLATE,
m N
1
EACH SIDE
Z
U c0
ANGLE
�
W
JAMB (BACK TO BACK) JAMB (BACK TO BACK)
ry
co `
OPENING - SEE ARCH
W
SILL HEADER INFILL STUD
UJ
CD E
Z
7 L
�—
C U
Z
CRIPPLE
O)
CRIPPLE
co
STUD
W
(D
STUD
Q
11
TRACK INTERIOR OPENING ELEVATIONS
5 TYP FRAMED OPENING
S405 SCALE: NTS
S405
Owner:
CARMEL CITY CENTER
COMMUNITY DEVELOPMENT
CORPORATION
30 West Main Street, Suite 200
Carmel, Indiana 46032
317.571.2787
Architect:
PEDCOR DESIGN GROUP
Architecture / Project Management
355 City Center Drive
Carmelm Indiana 46032
317.705.7979 (phone)
317.705.7980 (fax)
Engineer:
McCOMAS
STRUCTURALENGINEERS FORENSIC ENGINEERS NATIONAL CONSULTANTS
1717 East 116th Street, Suite 200, Carmel, Indiana 46032
317.580-0402 www.mccomaseng.com 317-582-0766 Fax
\"0,I\\J1IIII
.\`�o�NEY
860325 cc
�. STATE OF :�
T •.
9%/"
r
•
�05 North
T/STL,g, Parcel 7-C Keyplan
+(SEE+(SEE PLAN)
TRACK Ff n nrrl r�rinnl
1" GAP
CFS FRAN
TYP CFS TOP SLIP CONNECTION
SCALE: NTS
-JD (1
CORNER FRAMING
INTERSECTION P
SCALE: NTS
BUC @ EACH
DLT JOINT
WALL INTERSECTION FRAMING
LAN DETAILS
nl Inl�l1 UVV IVl7CIIILII VJIIVV 1LrttIV
SELF -TAPPING SCREWS @ 12" OC
TYP TOP PLATE SPLICE
SCALE: NTS
N
Project:
1
U
Ld_
Lu
UJ
W
U
=
Q
0-
O
m N
1
M
Z
U c0
W
�
W
ry
co `
V
W
UJ
CD E
Z
7 L
�—
C U
Z
J
O)
co
W
W
(D
U
Q
L_
J
O
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. N10DIFIED 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 SET No.1
SHELL & CORE
Print Date:
Sheet Issue Date:
9/14/09
9/15/09
Drawn By:
Checked By:
LKM,njh, KLS
JAF
Last Revision Date:
O
O
O
O
O
O
Project Number:
Sheet Title:
TYP SECTIONS
AND DETAILS
Sheet Number:
.o
10
ME129020