Immense eBook PDF

RCA 223

PRE-MANUFACTURED TRUSSES 350S 162 33mil 50ksi

6" OPEN CELL R-38 INS. IN CEILING

Top Chord Truss Box

1/2" OSB IN FIELD 1/2" ACX OVER EAVES TILE ROOFING

350S 33mil 50ksi PRE-MANUFACTURED TRUSSES

TRUSS

350S 33mil 50ksi PRE-MANUFACTURED TRUSSES

Rail Chord

TIE PLATE

2X6 FASCIA

FAUX BEAMS @ 48" O.C.

Top Chord

6" OPEN CELLR-38 INS. IN CEILING

2X6 RAFTERS @ 2' O.C. W/ 1/2" OSB W/ 1/2" MOISTURE RESISITANT DRYWALL

1/2" DRYWALL

6" OPEN CELLR-38 INS. IN CEILING

SIMP. H2.5

VENTED 2X4 BLK

2X4 STUDS @ 24" O.C.

(RECOM) RCA 223 / RCA 225 RIGID CONN. (OPTIONAL) S/H2.5 CONNECTOR WITH #10 SCREWS

VENTED 2X4 BLK

(RECOM) RCA 225 RIGID CONNECTOR (OPTIONAL) S/H2.5 CONNECTOR WITH #10 SCREWS

Web Chord

(RECOM) RCA 223 RIGID CONNECTOR (OPTIONAL) S/H2.5 CONNECTOR WITH #10 SCREWS

(RECOM) RCA 225 RIGID CONNECTOR (OPTIONAL) S/H2.5 CONNECTOR WITH #10 SCREWS

WINDOW

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.

Duct

2X6 LE RAF.

Web Chord

2X6 FASCIA

DRIP PROFILE

2X6 FASCIA

1/2" DRYWALL

1/2" DRYWALL

2X6 FASCIA

2X4 STUDS @ 24" O.C.

1/2" DRYWALL, TYP. 2X4 STUDS @ 24" O.C. Pre-Manufactured BEAM 550S 162 43mil 50ksi

P4

TIE PLATE CONNECTOR WITH #10 SCREWS

ONE COAT STUCCOSYSTEM

350 S 33mil 50ksi CEILING FRAMING

Bottom Chord

Bottom Chord Truss Box

4" OPEN CELL R-19 INS. IN WALLS

PORCH TRUSS

ONE COAT STUCCOSYSTEM

SHEAR PANEL

(RECOM) RCA 223 RIGID CONNECTOR (OPTIONAL) S/H2.5 CONNECTOR WITH #10 SCREWS

4" OPEN CELL R-19 INS. IN WALLS

4X6 POST

R-28 INSULATION S/LS CONNECTOR WITH #10 SCREWS

550S 162 33mil 50ksi @ 24" O.C.

SHEAR PANEL

RCA 225

Truss Point Load

550S 162 33mil 50ksi @ 24" O.C.

S/LS CONNECTOR

ONE COAT STUCCO SYSTEM

3/8" OSB SHEAR PANEL

DOOR

10

11 WALL / EXTENDED TRUSS CONN.

12 WALL / VAULTED TRUSS CONN.

TRUSS DUCTWORK LAYOUTS 13

14 BEAM / RAFTER CONN.

WALL / RAFTER CONNECTION

RCA 223

TIE PLATE

RCA 223

350S 33mil 50ksi TRUSS

350S 33mil 50ksi

TRUSS

350S 33mil 50ksi TRUSS

550S 43mil 50ksi

DIAGONAL MEMBER

350S 33mil 50ksi LE BLOCKING

550S 43mil 50ksi DIAGONAL MEMBER

SHEATHING MATERIAL 1/2" OSB

SOFFIT BOARD

550S 43mil 50ksi VERTICAL MEMBER

550S 43mil 50ksi HORIZONTAL MEMBER

SOFFIT

STAGGER FASTENERS IN 2 ROWS

LAG SCREW OR BLOT

2X6 FASCIA

LEDGER

VERTICAL POST

PANEL FIELD SCREW AT 1'-0" O.C. EA. STUD #6 SCREW MIN.

350S 43mil 50ksi Beam

10g-19mm X-Drive SCREWS

SHEATHING MATERIAL 1/2" OSB

SOFFIT

TIE PLATE CONNECTOR WITH #10 SCREWS

18 Ga

CEILING BORED

3

(RECOM) RCA 223 RIGID CONNECTOR (OPTIONAL) S/H2.5 CONNECTOR WITH #10 SCREWS

6ft Plus

4x6 POST

350S 33mil 50ksi LE BLOCKING

550S 43mil 50ksi VERTICAL MEMBER

(RECOM) RCA 223 RIGID CONNECTOR (OPTIONAL) S/H2.5 CONNECTOR WITH #10 SCREWS

END STUD

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.

2-#8 AT 2'-0" O.C. SCREW

19

15

SOFFIT / FASCIA BOARD CONNECTION 16

17

18

LEDGER

BEAM TO BEAM L-CONNECTION

BEAM / TRUSS CONN.

STUD BRACING WITH SHEATHING

TIE PLATE

TIE PLATE

RCA 223

RCA 223

TIE PLATE

TIE PLATE

S/LS50 CONNECTOR

8 3 16 "

LAPPED ASSEMBLY BEAM

550 S 43mil 50ksi

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

TIE PLATE CONNECTOR WITH #10 SCREWS

TIE PLATE CONNECTOR WITH #10 SCREWS

350S/550S 33mil 50ksi DIAGONAL MEMBER

S/LS CONNECTOR WITH #10 SCREWS

550S 43mil 50ksi

TIE PLATE CONNECTOR WITH #10 SCREWS

VERTICAL MEMBER

CEILING

S/LS CONNECTOR WITH #10 SCREWS

(RECOM) RCA 223 RIGID CONNECTOR (OPTIONAL) S/H2.5 CONNECTOR WITH #10 SCREWS

TIE PLATE CONNECTOR WITH #10 SCREWS

BEAM ASSEMBLY 550 S 43mil 50ksi

TIE PLATE CONNECTOR WITH #10 SCREWS

4x6 POST

(RECOM) RCA 223 RIGID CONNECTOR WITH #10 SCREWS

350S/550S 33mil 50ksi VERTICAL MEMBER

WALL PANEL

TIE PLATE CONNECTOR WITH #10 SCREWS

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

350S/550S 33mil 50ksi HORIZONTAL MEMBER

TIE PLATE CONNECTOR WITH #10 SCREWS

350S/550S 33mil 50ksi HORIZONTAL MEMBER

4x6 POST

WALL PANEL

T CONNECTION WITHOUT POST

20

BEAM TO BEAM T-CONNECTION 21

22

BEAM OVER BEAM CONNECTION 23

ADJACENT WALL TO BEAM CONNECTION 24

BEAM TO BEAM CORNER CONNECTION

S

ADJACENT BEAM TO POST CONNECTION

Immense 2730 E Turney Ave, Phoenix, AZ 85016

SCALE

DATE DRAWN 08-05-2025

DRAWN

JOB REFERENCE

REVISION

JOB DETAILS

C000049986 EXP:06/30/2030 V

D2

1/4" : 1'-0"

500

BA

ADDRESS

VIEW NAME 11 of 16

ON

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36 x 24

COLD FORMED STEEL SKELETON ONLY

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