Lips of header plate notched out to receive stud
Lips of nog notched out to receive stud
Web of head notched out to receive stud
Stud section swaged to allow neat fit inside plate
Web of nog notched to allow stud to pass
Web of header plate notched to allow stud to pass
Nog section swaged to allow neat fit inside stud
Stud section swaged to allow neat fit inside plate
Lips of head notched out to receive stud
Stud swaged to fit inside header plate
Plate to Jamb Stud Connection
Lips of plate notched out to recieve stud
Header Plate to Jamb Stud Connection
Web of sill notched to allow stud to pass
Header Plate to Jamb Stud Connection
Plate to Jamb Stud Connection
Stud section swaged to allow neat fit inside plate
End of brace swaged to allow neat fit inside plate
Lips of sill notched out to receive stud
Sill Plate to Jamb Stud Connection
Lips of plate notched out to receive stud and brace
Web of nog notched to allow stud to pass
Base of stud swaged to allow neat fit inside plate
Base of stud swaged to allow neat fit inside plate
Studs screwed together at max 6", alternating side of web
Stud section swaged to allow neat fit inside plate
Lips of plate notched out to recieve stud
End of stud swaged to allow neat fit inside plate
Lips of nog notched out to receive stud
End Stud to Bottom Plate Connection Lips of plate notched out to recieve stud
K Brace to Bottom Plate Connection
out to recieve stud
Stud to Bottom Plate Connection
NOTE: Unless noted otherwise, use 1x10g screws for all connections
Back to Back Stud Connection
01
02
LOAD BEARING WALL PANEL ASSEMBLY
NON-LOAD BEARING WALL PANEL ASSEMBLY
S/LS CONNECTOR WITH #10 SCREWS
S/LS50 CONNECTOR
Strap Brace
Studs as per engineering
Top Plate
2 x 10g screws
2 x 10g screws
2 x 10g screws
Strap Tensioner
Hold-down RCA-C223 CONNECTOR WITH STRONG BOLT
Concrete Foundation
Standard Site Connections "T" Junction
Standard Site Connections "L" Corner
Standard Site Connections "INLINE"
Standard Site Connections "Angled" Connection
#10 SELF-DRILLING SCREW
Nog/Blocking
Connect to foundation with Screw Anchor or Wedge Anchor, according to manufctur'sspecifications.
studs located for internal lining fixing
studs located for internal lining fixing
1/2" Ø ANCHOR
250 S 33mil 50ksi Strap
Attach each end of strap to studs with 10g Flat Head screws as per Engineering. After ends are connected each strap must be tensioned with one strap tensioner. Post tension, strap must be screwed to each stud it crosses using 10g Flat Head screws.
2 x 10g screws
2 x 10g screws
2 x 10g screws
S/LS CONNECTOR WITH #10 SCREWS
Note: for connections between braced walls use connections specified by the Engineer
03
04
GENERAL WALL TO WALL CONNECTION
STRAP BRACE TO WALL CONNECTION
350S 33mil 50ksi
PRE-MANUFACTURED TRUSSES
PRE-MANUFACTURED TRUSSES
Back to back studs
8'-0"
7'-0"
6" OPEN CELLR-38 INS. IN CEILING
2'-0"
2'-0"
2'-0"
2'-0"
10g or 12 g screws, as per Engineering
5'-0"
Electrical Distribution Panel Board
VENTED 2X4 BLK
(RECOM) RCA 225 RIGID CONNECTOR (OPTIONAL) S/H2.5 CONNECTOR WITH #10 SCREWS
Nogs For Electrical Panel Backing
1 3 8 "
1 3 8 "
4'-6"
4'-0"
Hold-down RCA-C223 CONNECTOR WITH STRONG BOLT
(RECOM) RCA 223 RIGID CONNECTOR (OPTIONAL) S/H2.5 CONNECTOR WITH #10 SCREWS
6'-0" 2'-0"
4'-0"
Extra 10g screw to each stud
2'-0"
2'-0"
2'-0"
2X6 FASCIA
#10 SELF-DRILLING SCREW
1 3 8 "
1 3 8 "
1'-0"
2X6 FASCIA
Wall face Recessed Electrical Panel
3'-0"
VENTED 2X4 BLK
1/2" DRYWALL
1/2" Ø ANCHOR
3'-0"
Studs as per engineering
Hold-down RCA-C223 CONNECTOR
350 S 43mil 50ksi BEAM ASSEMBLY
4" OPEN CELL R-19 INS. IN WALLS
Strap Brace
TIE PLATE CONNECTOR WITH #10 SCREWS
ONE COAT STUCCOSYSTEM
1 3 8 "
1 3 8 "
Electrical Distribution Panel Board
Hold-down RCA-C223 CONNECTOR WITH STRONG BOLT
Hold-down RCA-C223 CONNECTOR WITH STRONG BOLT OR TITAN HD SCREW ANCHOR
Nogs For Electrical Panel Backing
550S 162 33mil 50ksi @ 24" O.C.
SHEAR PANEL
(RECOM) RCA 223 RIGID CONNECTOR (OPTIONAL) S/H2.5 CONNECTOR WITH #10 SCREWS
33 MIL TRACK TYP.
4X6 POST
RCA 223
TRACK
TIE PLATE
Connect to foundation with Screw Anchor or Wedge Anchor, according to manufctur'sspecifications.
1-3/8" A
PANELS EDGE 1-3/8"
1-3/8" B
1-3/8"
Recessed Electrical Panel
Concrete Foundation
INLINE PANELS
S
05
06
ELECTRICAL PANEL BACKING HEIGHT 07
08
09
LOAD BEARING WALLS
POST / BEAM CONN.
WALL / TRUSS CONN.
TYPICAL ANCHOR BOLT & BOLT HOLE LOCATION
Downey California 90240 9268 east Gainford Lilac_Modern
SCALE
DRAWN
DATE DRAWN 09-06-2025
JOB REFERENCE
REVISION
JOB DETAILS
C000049986 EXP:06/30/2030 V
D1
1/4" : 1'-0"
500
BA
ADDRESS
DWG FILE
VIEW NAME 11 of 16
ON
Lilac_Modern_350
36 x 24
COLD FORMED STEEL SKELETON ONLY
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