Αποτελέσματα Αναζήτησης
Chapter 3: Floor Framing. Step 1–Crown and Place Joists Steps 2 and 3–Nail Rim Joists in Place and Cut Joists to Length Step 4–Nail Joists in Place Step 5–Frame Openings in Joists Steps 6 and 7–Block Bearing Walls and Nail Joists to Walls Step 8–Drywall Backing Step 9–Subfloor Sheathing.
M13.2-1 Applicability of Adjustment Factors for Split Ring and Shear Plate Connectors ..... 86 M14.2-1 Applicability of Adjustment Factors for Timber Rivets..... 88 M16.1-1 Heavy Timber Size Equalivalencies..... 92 M16.1-2 Minimum Sizes to Qualify as Heavy
WALL SYSTEMS (3.1.3.3) Wall Studs Loadbearing Wall Height 10' 9' Non-Loadbearing Wall Height 20' 18.3' Wall Stud Spacing 24" 16" Shear Walls Shear Wall Line Offset 4' 0 Shear Wall Story Offset No offset unless per Exception 0 Shear Wall Segment Aspect Ratio 3½:1 (WSP) 2:1 (Gypsum) 3:1 ROOF SYSTEMS (3.1.3.4) Lumber Rafters
A range of structural elements are covered, including sawn lumber, structural glued laminated timber, wood structural sheathing, I-joists, and trusses. See updates and errata for the 2018 WFCM. Download a free copy of the 2018 WFCM Workbook here.
Lumber, panel products and millwork (windows, doors and trim) should be protected from the weather when de-livered at the building site. Preparation of a construction schedule will assure that lumber and millwork are deliv-ered as needed. Follow these simple rules: (1) Support framing lumber, plywood and panel prod-
Selected lumber design values and span tables for these species groups are provided in this publication. Comprehensive information for Western species lum-ber products (Douglas Fir-Larch, Douglas Fir South, Hem-Fir, Spruce-Pine-Fir South, Western Cedars and Western Woods) can be found at www.wwpa.org.
Framer Series lumber is performance tested to meet specific strength and density requirements. Because it's more stable than commodity boards, Framer Series lumber is ideal for any non-exposed application—even those where vertical-use-only products aren’t allowed.
