RCA 223
RCA 223
350S 33mil 50ksi TRUSS
TIE PLATE
350S 33mil 50ksi
SHEATHING MATERIAL 1/2" OSB
2X6 RAFTERS @ 2' O.C. W/ 1/2" OSB W/ 1/2" MOISTURE RESISITANT DRYWALL
TRUSS
350S 33mil 50ksi
TRUSS
350S 33mil 50ksi LE BLOCKING
SOFFIT
350S 33mil 50ksi SHEET ROCK
(RECOM) RCA 223 RIGID CONNECTOR (OPTIONAL) S/H2.5 CONNECTOR WITH #10 SCREWS
STAGGER FASTENERS IN 2 ROWS
LAG SCREW OR BLOT
SHEATHING MATERIAL 1/2" OSB
LEDGER
2X6 LE RAF.
350S 43mil 50ksi Beam
PANEL FIELD SCREW AT 1'-0" O.C. EA. STUD #6 SCREW MIN.
SOFFIT BOARD
DRIP PROFILE 2X6 FASCIA
18 Ga
2X6 FASCIA
TIE PLATE CONNECTOR WITH #10 SCREWS
350 S 33mil 50ksi CEILING FRAMING
SOFFIT
350S 33mil 50ksi LE BLOCKING
3
6ft Plus
(RECOM) RCA 223 RIGID CONNECTOR (OPTIONAL) S/H2.5 CONNECTOR WITH #10 SCREWS
4X6 POST
END STUD
2-#8 AT 2'-0" O.C. SCREW
(RECOM) RCA 223 RIGID CONNECTOR (OPTIONAL) S/H2.5 CONNECTOR WITH #10 SCREWS
DISTANCE SHALL BE PERMITTED TO BE REDUCED TO 4.5" IF LAG SCREWS ARE USED OR BOLT SPACING IS REDUCED TO THAT OF LAG SCREWS TO ATTACH METAL LEDGERS TO METAL BAND JOISTS.
10 BEAM / RAFTER CONN.
11
12
13
14
LEDGER
SOFFIT / FASCIA BOARD CONNECTION
BEAM / TRUSS CONN.
STUD BRACING WITH SHEATHING
TIE PLATE
TIE PLATE
RCA 223
RCA 223
TIE PLATE
S/LS50 CONNECTOR
TIE PLATE
RCA 223
550S 43mil 50ksi HORIZONTAL MEMBER
(RECOM) RCA 223 RIGID CONNECTOR WITH #10 SCREWS
350S/550S 33mil 50ksi DIAGONAL MEMBER
(RECOM) RCA 223 RIGID CONNECTOR WITH #10 SCREWS
TIE PLATE CONNECTOR WITH #10 SCREWS
10g-19mm X-Drive SCREWS
(RECOM) RCA 223 RIGID CONNECTOR WITH #10 SCREWS
550S 43mil 50ksi DIAGONAL MEMBER
550S 43mil 50ksi DIAGONAL MEMBER
TIE PLATE CONNECTOR WITH #10 SCREWS
350S/550S 33mil 50ksi DIAGONAL MEMBER
S/LS CONNECTOR WITH #10 SCREWS
550S 43mil 50ksi VERTICAL MEMBER
550S 43mil 50ksi DIAGONAL MEMBER
TIE PLATE CONNECTOR WITH #10 SCREWS
550S 43mil 50ksi VERTICAL MEMBER
550S 43mil 50ksi HORIZONTAL MEMBER
CEILING
S/LS CONNECTOR WITH #10 SCREWS
VERTICAL POST
(RECOM) RCA 223 RIGID CONNECTOR (OPTIONAL) S/H2.5 CONNECTOR WITH #10 SCREWS
10g-19mm X-Drive SCREWS
TIE PLATE CONNECTOR WITH #10 SCREWS
4x6 POST
TIE PLATE CONNECTOR WITH #10 SCREWS
CEILING BORED
(RECOM) RCA 223 RIGID CONNECTOR WITH #10 SCREWS
350S/550S 33mil 50ksi VERTICAL MEMBER
TIE PLATE CONNECTOR WITH #10 SCREWS
(RECOM) RCA 223 RIGID CONNECTOR (OPTIONAL) S/H2.5 CONNECTOR WITH #10 SCREWS
4x6 POST
FC 32-5/97 CONNECTOR WITH #10 SCREWS
350S/550S 33mil 50ksi VERTICAL MEMBER
FC 32-5/97 CONNECTOR WITH #10 SCREWS
TIE PLATE CONNECTOR WITH #10 SCREWS
550S 43mil 50ksi VERTICAL MEMBER
350S/550S 33mil 50ksi HORIZONTAL MEMBER
TIE PLATE CONNECTOR WITH #10 SCREWS
350S/550S 33mil 50ksi HORIZONTAL MEMBER
4x6 POST
T CONNECTION WITHOUT POST
15
16
17
18
19
BEAM TO BEAM CORNER CONNECTION
BEAM TO BEAM L-CONNECTION
BEAM OVER BEAM CONNECTION
BEAM TO BEAM T-CONNECTION
ADJACENT BEAM TO POST CONNECTION
TIE PLATE
TIE PLATE
TIE PLATE
RCA 223
Truss
8 3 16 "
8 3 16 "
STC Connector
LAPPED ASSEMBLY BEAM
TIE PLATE CONNECTOR WITH #10 SCREWS
550 S 43mil 50ksi
Truss
LAPPED ASSEMBLY BEAM
Tolerance Of 1/2" for non load bearing effect
10g-19mm XDrive SCREWS
TIE PLATE CONNECTOR WITH #10 SCREWS
STC CONNECTOR
Top Chord
TIE PLATE CONNECTOR WITH #10 SCREWS
Ceiling Panel
(RECOM) RCA 223 RIGID CONNECTOR (OPTIONAL) S/H2.5 CONNECTOR WITH #10 SCREWS
Wall Panel
Pre-Manufactured BEAM 550S 162 43mil 50ksi
Non Load Bearing Wall
LAPPED ASSEMBLY BEAM
550 S 43mil 50ksi
Connector STC
BEAM ASSEMBLY 550 S 43mil 50ksi
FASTENERS IN THE CEILING ARE HELD BACK 8" TO 12" FROM THE NEAREST CORNER
TIE PLATE CONNECTOR WITH #10 SCREWS
WALL PANEL
Truss Bottom Chord STC CONNECTOR Ceiling Panel
1/2" CORNER BACK CLIP
TIE PLATE CONNECTOR WITH #10 SCREWS
WALL PANEL
1/2" CORNER BACK CLIP
To allow for vertical truss movement,screws into the truss or raftershould not be driven completelyflush against the connector
Wall Panel
Non Load Bearing Wall
WALL PANEL
Load Bearing Wall
Non Load Bearing Wall
WALL PANEL
WALL PANEL
20
21
22
23
24
DRYWALL CLIP/CEILING BOARD CONNECTION
ADJACENT WALL TO BEAM CONNECTION
WALL TO BEAM L- CONNECTION
WALL TO BEAM T- CONNECTION
TRUSS TO NON LOAD-BEARING WALL CONNECTION
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 12 of 17
ON
The_Lookout_350_8-7-24_4.6_ES
36 x 24
COLD FORMED STEEL SKELETON ONLY
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