HomeMy WebLinkAboutS406 - TYPICAL CFS DETAILS��
SOLI� BLOCKING:
iBGA TRACK- LOCATE BLOCKING AT
EACH END OF WALL ADJACENT TO
OPENINGS AS REQUIRE� � NOTCH AN�
BEND FLANGES 90° OR ANCHOR TO
VERTICALS wl CLIP ANGLES
(2) #10-16 SCREWS
(EAGH FAGE)
M10-16 SCREWS (EACH FACE)
@ FACH STUD
SEE ALTERNATE BRI�GING
FOR STU�S LE55 THAN OR
EpUAL TO 6"
� I L 1 il2"x20GA FLAT STRAPS
(EACH FACE) LAP SPLICE
STRAPS MIN A"
NOTE:
(S�k10�i6 PROVIDEBRI�GINGRUNSAS
SCREWS(EACH FOLLOWS:
FACE) A. 60"OCVERTICALLVFORWALL
SHEATHED ON ONE SI�E ONLY.
B. ]2" OC VERTICALLV FOR WALL
SHEATHED ON BOTH SIDES.
CFS BRIDGING DETAIL
SCALE'. 3/4" = 1'-0"
WHERE BRACING TERMINATES
AT BUIL�-UP JAMB OR POST,
EXTENDCHANNELINTOPUCH-
OUT -ATTACH w/ CONNECTOR w/
(2) p10.18 SGREWS TO
JAMB/POST & (2) k1046 SCREWS
TO U-CHANNEL
;TOR-ATTACH
4J p10.18 SCREWS-
GLE TO BE PLACE�
i STUD
SPLICE-0SE (1) 12'
LONGCRCINVERTED
OVER CENTER OF
BPLICE wl L3) p1a16
SCREWS ON EACH SIDE
OF SPLICE
ALT CFS BRIDGING DETAIL
NOTE:
ALTERNATE LATERAL BRACMG
FOR WALL STUDS LE55 THAN
OR EQUAL TO 6" �EEP
SCALE: 3l4" = 1'-0"
TIBTL�
�
BEAM
SLOTTEDTRACKf^"
�EFLECTION
�� 1'GAP
—I CFSFRA�
TYP CFS TOP SLIP CONNECTION
SCALE: 1 1l2" = 1'-0"
CONTANGLEORVERTICAL -
FACE OF GIRT, CHANNEL TUB.
ETC. 3' MIN VERTICAL FACE
P
�j �N
THIS DETAIL APPLIES TO
HEAVILV LOADED ITEMS. SUCH
AS GRAB BARS, HAND RAILS 8
WALL HONG CABINETS
WALLSTUD � �II
FlRE TREATED WOOD
BLOCKING MAV BE USED IN
LIEU OF BACKING SHOWN
� i6 GA 3 518" STUD OR
CONTINUOl15 TRACK (CLIP
FIANGES AT EACH STUD)
(2) k1U16 SCREWS AT EACH STU�
TYP WALL BACKING-HEAVILY
LOADED
SCALE'. 3/4" = 1'-0"
THIS �ETAIL APPLIES TO LIGHTLY LOA�ED ITEMS,
SUCHASPAPERTOWELDESPENSERS,TOWELBARS
8 TOILET PAPER HOLDERS
FRAMED WALL SEE
FOR SIZE & SPACIN
WALLSHEATHING
� AS REQD
� �z�niais scRews @ encH sTuo
10 GA FLAT STRAP
WALL STUD
TYP WALL BACKING-LIGHTLY
LOADED �
SCALE: 3I4" = 1'-0"
E
¢LL
0
ryo�
z +
Ea
+
TOP VIEW
ATTACH TRACK TO SLAB USING: �
(2) 0.145'0 POW�ER AGTUATE�
FASTENERS wl 1 V2" MIN EMBED ?.
LOCATEDASSHOWNABOVE E-�cGy
S�qeEp
RUNNERTRACK _ /
CONCRETESLAB�---�\ x
(SEEPLAN) �� �
(1)M1a16 SCREW
@ EACH FLANGE
BASE OF WALL AT SLAB (INT WAL
SCALE: 3/4" = 1'-0"
rws oerni� nPaues ro
OPENINGS B'-0" WI�E OR LESS
INFILLSTUD _
HEADERTRACKS �
6"xi6 GA HEA�ER
MEMBERS
ancK-ro-encK PEDCOR DESIGN GROUP LLC
JAMB STUDS Architec[ure / Pmject Managemenl�.
CRIPP�E STU� 355 City Center Drive
Carmel Indiana 46032
3177057979 (phone)
Mia-�e SCFEWS 3177057980 (fax)
TYP UNO
Engineer:
TRACK PIECE
@ OPEN SI�E
2x2 x 14 GA
ANGLE
CRIPPLE STU�
SILL
BACK-TO�BACK
SILL TRACKS
iNFiu sruo
�/2"0 HILTI KWIK BOLT III 5I8"ID HILTI KWIK
(TYP BASE ANCHORAGE) BOLT III QJAMB
(EMBE� 3 92') (EMBE� 4")
� BASETRACK
TYP EXTERIOR WINDOW OPENING
SCALE: 3/4" _ �'-0"
THIS DETAIL APPLIES TO BACK�TO-BACK
OPENINGS 8'-0" WIDE OR LE55 JAMB STODS
cRiaa�E sTuo
wFa�sruo — aio�isscRew
TVP ONO
HEA�ER TRACKS
TRACK
8"z18GAHEADER � � PIECE
MEMBERS
2X2%14GA
ANGLE
1/2"0 HILTI KWIK �
BOLT III @JAMB
(EMBE� 3 V2") BASE TRACK
TYP EXTERIOR DOOR OPENING
SCALE: 3/4" = 1'-0"
wui
WIDTH
CFSJOISTS DEEPLEGTRACKS
HEADER SECTION ��\
INFlLL STO�
DEEPLEG
TRACKS
CFS JOISTS
HEADER � ANGLE
SILL
INFlLL STUD
TYP BASE
ANCHOR .
x
<
CRIPPLE
k STUD
k
x
x
x
t GUSSET
f t PLATE.
f EACHSIDE
TRACK PIECE
@ OPEN SIDE
x
JAMB (BACN TO
BACKJ
x
cRiPPiE sruo
s
x
x
f �
f{
A��ITIONAL ANCHORAGE @
JAMB
\ // � BASE
V/ TRACK
INTERIOR OPNG HEADER DETAILS
s�A�E 3,4�-,�-a.
RELEA5E0 FOR CONSTRUCTION
Suhjec� �o compliance with all regula�ions
04 S�a�e antl Local Codes
City of Carmel
�
�{�n„� i,.�a�'
\
DATE: 06�� $�2O
� �
�
CFSCLIPwl�2)M10�1ASCREWSTO —
STUD, ATTACH TO VERTICAL FACE OF
STEEL w/ (2)1/4" TEK OR (2) �.1]]0
PAFs�MIN)
�
rvaicn�cFs
STUD
VERTICALFACEATTACHMENTS
TYP CFS SLIDE CLIPS
1"GAP(MAX)
PLAN VIEW
SCALE: 3l6" = 1'-0"
:N�.Y�:l:1,411C[tl
/
SHEATHING
� i � �
HOHMANNBBARNARDDW-10 �
SCREW ON SINGLE ANCHORS
WITH VEE WIRE TIE (6" LONG)
NOTE
ONE VENEER TIE
REOD FOR EVERY
z saFr oF vENEER
THIS DETAIL APPLIES TO
INTERIOR DEMISING WALLS
z
�
VENEER ANCHOR DETAIL
i
SCALE: 3/4" = 1'-0"
1/2" GAP TO
ALLOW FOR
VERTICAL
DEFLECTION
ATfACHTRACKTOSTRUCTURE
USING: (2J 01460 POWDER
ACTUATE� FASTENERS @
EACH STUD 8 JAMB LOCATION
DEEP LEG SLIP TRACK � i
�
� —
SIDE VIEW
`�y � NO
ATTACHMENT
TRACNTO
TRACK
%/ �EEP LEG CAPPING TRACK
5����N
��E (1) #104A SCREW AT
EACHFLANGE
WALL STO�
TYP DEFLECTION TRACK DETAIL
SCALE: 3/4" = 1• 0'•
, y
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Developer:
P E D C O R
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DEVELOPMENT CO.
Project:
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2
Set Issue Date Sheet Issue Date
04115/19 04115/19
Drawn By: Checked By:
KLS CRR
Last Revision Date:
No. �ate �escription
0
Project Number:
Sheet Title:
TYPICAL CFS
DETAILS
Sheet Numbec
S��()()
MEI 16054