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HPA Heavy Purlin Anchor

HPA

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Purlin Anchors

This product's information may differ depending on the category of use. You are currently viewing details related to Purlin Anchors. You can also view product information related to the category: Holdowns and Tension Ties for Cold-Formed Steel Construction

The HPA is a solution for wood-to-concrete connections which satisfies code requirements. This heavy purlin anchor is designed to connect roof purlins to a concrete wall. The HPA offers the highest capacity in concrete.

Key Features

  • Embedment line stamped on strap to aid installation
  • Nailing pattern optimized for narrow face of nominal 3x or double 2x wood member
  • Low design profile minimizes visibility

Material

  • 10 gauge

Finish

  • Galvanized. HPA28 also available in HDG; see Corrosion Information.

Installation

  • Use all specified fasteners; some models have extra fastener holes. See General Notes.
  • Purlin anchor must hook around rebar.
  • Allowable loads are for a horizontal installation into the side of a concrete or masonry wall.
  • Strap may be bent one full cycle (bent vertical 90°, then bent horizontal).

Edge Distance — minimum concrete edge distance is 5". Minimum concrete- block left-to-right edge distance is 20".

Related Literature

Wood Construction Connectors 2019-2020
C-C-2019
A catalog including new product information as well as any applicable specification and installation instructions for wood-to-wood and wood-to-concrete structural connectors.
Catalog
Conectores para la construcción con madera 2019–2020
C-C-2019SP
El catálogo incluye información sobre nuevos productos, así como especificaciones e instrucciones de instalación aplicables para conectores estructurales de madera a madera y de madera a concreto.
Catalog
Connectors for Cold-Formed Steel Construction Catalog
C-CF-2020
A catalog for Connectors for Cold-Formed Steel Construction products and solutions.
Catalog
Connectors Installed on SCL Columns
T-C-SCLCLM21
A technical bulletin discussing the structural properties of the two different surface sides of SCL columns.
Technical Bulletin
Connectors Installed on SCL Columns
T-C-SCLCLMCAN20
A Canadian Limit States technical bulletin addressing typical installations of Simpson Strong-Tie® connectors on SCL columns as well as reduction factors for narrow-face SCL installations.
Technical Bulletin

Product Information Table

Fastener Production Information and Stuff & Things
Model No. Ga. W (in.) L (in.) Coating/Material Packaging Qty.
HPA28 10 2 1/16 32 1/2 Zinc Galvanized, G90 1
HPA35 10 2 1/16 38 1/2 Zinc Galvanized, G90 1

Load Tables

    These products are available with additional corrosion protection. Additional products on this page may also be available with this option, check with Simpson Strong-Tie for details.

Wind and SDC A&B — Allowable Tension Loads (160)
Max. Ledger Size Model No. Strap Length, L (in.) Embed Length, le (in.) Uncracked Concrete Cracked Concrete GFCMU Wall Max. Allowable Strap Tension Deflection at Allowable Load (in.)
Concrete GFCMU Required Nails (in.) Tension Required Nails (in.) Tension Required Nails (in.) Tension
4x Ledger HPA28 32 1/2 6 6 (22) 0.148 x 3 5,145 (20) 0.148 x 3 4,675 — — NA 0.133
HPA35 38 1/2 8 1/4 8 1/4 (22) 0.148 x 3 5,145 (22) 0.148 x 3 5,145 — — NA 0.132

See Footnotes1 below

SDC C-F — Allowable Tension Loads (160)
Max. Ledger Size Model No. Strap Length, L (in.) Embed Length, le (in.) Uncracked Concrete Cracked Concrete GFCMU Wall Max. Allowable Strap Tension Deflection at Allowable Load (in.)
Concrete GFCMU Required Nails (in.) Tension Required Nails (in.) Tension Required Nails (in.) Tension
4x Ledger HPA28 32 1/2 6 6 (22) 0.148 x 3 5,145 (20) 0.148 x 3 4,090 — — 5,145 0.133
HPA35 38 1/2 8 1/4 8 1/4 (22) 0.148 x 3 5,145 (22) 0.148 x 3 5,145 — — 5,145 0.132

Footnotes1

  1. Allowable loads have been increased for wind or earthquake loading with no further increase allowed. Reduce where other loads govern.
  2. Deflection listed is at the highest allowable load.
  3. To obtain LRFD values, multiply ASD seismic load values by 1.4 and wind load values by 1.67 (1.6 for 2012 IBC).
  4. Nail quantities are based on Douglas fir (DF) or equivalent specific gravity of 0.50 or better. For use in spruce-pine-fir (SPF) or hem fir (HF), nails quantities shall be increased by 1.15 to achieve loads listed.
  5. For wall anchorage systems in SDC C-F, the maximum strap allowable load shall not be less than 1.4 times the ASD anchor design load.
  6. Minimum center-to-center spacing is 3x the required embedment — i.e., standard installation is based on a minimum 5" end distance.
  7. Structural composite lumber beams have sides that show either the wide face or the lumber strands/veneers. Values in the tables reflect installation into the wide face.
  8. Concrete shall have a minimum compressive strength of f'c = 3,000 psi.
  9. Grout-filled CMU (GFCMU) shall have a minimum compressive strength of f'm = 1,500 psi.
  10. For HPA models, 0.148" x 1 1/2" nails may be substituted for 0.148" x 3" nails at 100% of listed load and with a 15% increase in deflection. For installation over sheathing, use 3"-long nails minimum.
  11. Fasteners: Nail dimensions in the table are listed diameter by length. For additional information, see Fastener Types and Sizes Specified for Simpson Strong-Tie Connectors.

Code Reports & Compliance

Drawings

PDF DWG DXF RFA IFC SAT

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