Simpson Strong-Tie HWPH48 Description

The Simpson Strong-Tie HWPH Heavy High-Wind Purlin Hangers provide exceptional support for joist-to-purlin and joist-to-beam connections in wood and cold-formed steel construction.

Simpson Strong-Tie HWPH48 Includes

• (1) High Wind Uplift Purlin Heavy Hanger

Simpson Strong-Tie HWPH48 Features

• Enhanced Uplift Capacity: Designed to provide superior resistance to high-wind uplift forces.
• Customizable Flange Options: Available with open, closed, or offset top flange configurations for flexibility in design.
• Sloped and Skewed Configurations: Can accommodate sloped headers up to 35 and skewed or sloped seats up to 45 for complex framing needs.
• Heavy-Duty Steel Construction: Built with a solid one-piece top flange made from 3-gauge steel and a 7-gauge stirrup for maximum durability.

Simpson Strong-Tie HWPH48 Applications

• High-Wind Zones: Ideal for regions prone to strong winds where added uplift resistance is critical.
• Wood and Cold-Formed Steel Construction: Supports joist connections in both wood and steel frameworks.
• Panelized Roof Systems: Ensures secure, stable connections in large-scale roofing projects.

Simpson Strong-Tie HWPH48 Installation Overview

1. Joist Accommodation: Designed to account for natural joist shrinkage, maintaining a secure fit over time.
2. Weld-On Applications: Can be welded onto steel members with a minimum 1 1/2-inch-long fillet weld on each side of the top flange, matching the hanger material thickness.
3. Multi-Ply Member Support: Compatible with multi-ply carried members, provided they are secured together before installation.

Simpson Strong-Tie HWPH48 Specifications

Finish Gray Paint Material Carbon Steel Fasteners required Hanger Heights From 6 to 15 – Top: (4) 0.162 x 3 Face: (8) 0.162 x 3 Joist: (10) 0.148 x 1 Hanger Heights From 15 to 32 – Top: (4) 0.162 x 3 Face: (8) 0.162 x 3 Joist: (12) 0.148 x 1 For Treated Lumber No Joist size 4″ X 8″ Thickness 7 / 12 Gauge Steel

NOTE: The correct fasteners installed in the correct position must be used to achieve published load values.