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
Lips of plate notched out to recieve stud
K Brace to Bottom Plate Connection
out to recieve stud
Stud to Bottom Plate Connection
End 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 MSSC 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
3/8" Ø ANCHOR
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
PRE-MANUFACTURED TRUSSES 350S 162 33mil 50ksi
FAUX BEAMS @ 48" O.C. 6" OPEN CELL R-38 INS. IN CEILING TRUSS
PRE-MANUFACTURED TRUSSES
350S 33mil 50ksi PRE-MANUFACTURED TRUSSES
1/2" OSB IN FIELD 1/2" ACX OVER EAVES TILE ROOFING
Back to back studs
8'-0"
7'-0"
2'-0"
2'-0"
2'-0"
2'-0"
10g or 12 g screws, as per Engineering
5'-0"
6" OPEN CELLR-38 INS. IN CEILING
SIMP. H2.5 1/2" DRYWALL
VENTED 2X4 BLK
2X6 FASCIA
1 3 8 "
1 3 8 "
4'-6"
4'-0"
Hold-down MSSC CONNECTOR WITH STRONG BOLT
2X4 STUDS @ 24" O.C.
VENTED 2X4 BLK
(RECOM) RCA 223 / RCA 225 RIGID CONN. (OPTIONAL) S/H2.5 CONNECTOR WITH #10 SCREWS
(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"
(RECOM) RCA 225 RIGID CONNECTOR (OPTIONAL) S/H2.5 CONNECTOR WITH #10 SCREWS
WINDOW
2'-0"
3X6 RS RAFTERS @ 32" O.C. 5/8" T1-11 SHEETING W/ TILE ROOFING 2:12 PITCH DBL 2X6 TOP PLATE. BD JOINTS TO BE DIRECTLY OVER STUD WITH PLATE OVERLAP MIN. 4' O.C.
#10 SELF-DRILLING SCREW
1 3 8 "
1 3 8 "
1'-0"
2X6 FASCIA
3'-0"
1/2" DRYWALL
3/8" Ø ANCHOR
350 S 43mil 50ksi BEAM ASSEMBLY
2X4 STUDS @ 24" O.C.
2X6 FASCIA
3'-0"
TIE PLATE CONNECTOR WITH #10 SCREWS
550S 162 43mil 50ksi 1/2" DRYWALL, TYP. 2X4 STUDS @ 24" O.C. Pre-Manufactured BEAM
Studs as per engineering
350S 33mil 50ksi
Hold-down MSSC CONNECTOR
PRE-MANUFACTURED TRUSSES 4" OPEN CELL R-19 INS. IN WALLS
Strap Brace
(RECOM) RCA 223 RIGID CONNECTOR (OPTIONAL) S/H2.5 CONNECTOR WITH #10 SCREWS
1 3 8 "
1 3 8 "
ONE COAT STUCCOSYSTEM
PORCH TRUSS
Hold-down MSSC CONNECTOR WITH STRONG BOLT
Hold-down MSSC CONNECTOR WITH STRONG BOLT OR TITAN HD SCREW ANCHOR
550S 162 33mil 50ksi @ 24" O.C.
SHEAR PANEL
S/LS CONNECTOR WITH #10 SCREWS
4X6 POST
RCA 225
S/LS CONNECTOR
33 MIL TRACK TYP.
3/8" OSB SHEAR PANEL ONE COAT STUCCO SYSTEM R-28 INSULATION
RCA 223
TRACK
TIE PLATE
Connect to foundation with Screw Anchor or Wedge Anchor, according to manufctur'sspecifications.
DOOR
895 SF SQUARE FOOTAGE
1-3/8" B 1-3/8" INLINE PANELS TYPICAL ANCHOR BOLT & BOLT HOLE LOCATION 1-3/8" A 1-3/8" PANELS EDGE
Living
Concrete Foundation
Front Porch
448 SF 1343 SF
Total
05
06
07
08
09
LOAD BEARING WALLS
POST / BEAM CONN.
WALL / TRUSS CONN.
WALL / RAFTER CONNECTION
SQUARE FOOTAGE IS CALCULATED FROM THE OUTSIDE SURFACE OF EXTERIOR WALLS.
LOOKOUT_07-20-23
SCALE
DRAWN
DATE DRAWN 01-27-2024
JOB REFERENCE
REVISION
JOB DETAILS
A1
1/4" : 1'-0"
BA
ADDRESS
DWG FILE
VIEW NAME 11 of 17
ON
The_Lookout_350_8-7-24_4.6_ES
36 x 24
COLD FORMED STEEL SKELETON ONLY
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