Page 433 - 2018_IRC

ROOF-CEILING CONSTRUCTION

DEPTH OF TAPER
CUT, D/4 MAX.
MEASURED AT
INSIDE FACE
OF SUPPORT
DEPTH, D
JOIST DEPTH AT
TAPER CUT

FIGURE R802.7.1.2
CEILING JOIST TAPER CUT
ters with ceiling joists attached in accordance with Table installation. Truss design drawings shall be provided with
R602.3(1), the depth-to-thickness ratio for the total assembly the shipment of trusses delivered to the job site. Truss
shall be determined using the combined thickness of the raf- design drawings shall include, at a minimum, the follow-
ter plus the attached ceiling joist. ing information:
Exception: Roof trusses shall be braced in accordance 1. Slope or depth, span and spacing.
with Section R802.10.3. 2. Location of all joints.
R802.8.1 Bridging. Rafters and ceiling joists having a 3. Required bearing widths.
depth-to-thickness ratio exceeding 6 to 1 based on nominal
dimensions shall be supported laterally by solid blocking, 4. Design loads as applicable.
diagonal bridging (wood or metal) or a continuous 1-inch 4.1. Top chord live load (as determined from
by 3-inch (25 mm by 76 mm) wood strip nailed across the Section R301.6).
rafters or ceiling joists at intervals not exceeding 8 feet 4.2. Top chord dead load.
(2438 mm).
4.3. Bottom chord live load.
R802.9 Framing of openings. Openings in roof and ceiling
framing shall be framed with header and trimmer joists. Where 4.4. Bottom chord dead load.
the header joist span does not exceed 4 feet (1219 mm), the 4.5. Concentrated loads and their points of appli-
header joist shall be permitted to be a single member the same cation.
size as the ceiling joist or rafter. Single trimmer joists shall be 4.6. Controlling wind and earthquake loads.
permitted to be used to carry a single header joist that is located 5. Adjustments to lumber and joint connector design
within 3 feet (914 mm) of the trimmer joist bearing. Where the values for conditions of use.
header joist span exceeds 4 feet (1219 mm), the trimmer joists
and the header joist shall be doubled and of sufficient cross 6. Each reaction force and direction.
section to support the ceiling joists or rafter framing into the 7. Joint connector type and description such as size,
header. Approved hangers shall be used for the header joist to thickness or gage and the dimensioned location of
trimmer joist connections where the header joist span exceeds each joint connector except where symmetrically
6 feet (1829 mm). Tail joists over 12 feet (3658 mm) long shall located relative to the joint interface.
be supported at the header by framing anchors or on ledger
strips not less than 2 inches by 2 inches (51 mm by 51 mm). 8. Lumber size, species and grade for each member.
9. Connection requirements for:
R802.10 Wood trusses.
9.1. Truss to girder-truss.
R802.10.1 Truss design drawings. Truss design draw-
ings, prepared in conformance to Section R802.10.1, shall 9.2. Truss ply to ply.
be provided to the building official and approved prior to 9.3. Field splices.

408 2018 INTERNATIONAL RESIDENTIAL CODE ®
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