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MASA/MASAP Mudsill Anchors

MASA/MASAP

Concrete Connectors for Cold-Formed Steel Construction

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

Mudsill anchors have always been a time-saving alternative to anchor bolts, and the MASA anchors provide even greater load-carrying capacity alternative. For 5/8" and 1/2" mudsill anchor bolts on bottom tracks, the MASA has load capacities that meet or exceed the parallel- and perpendicular-to-plate shear capacity of other cast-in-place anchors. Two versions of the MASA are available — the standard MASA for installation on standard forms, and the MASAP for panelized forms.

The MASA and MASAP are code listed by ICC-ES under the 2006, 2009, 2012 and 2015 IBC® and IRC® and have been tested to meet the requirements of ICC-ES acceptance criteria AC-398 for cracked and uncracked concrete.

Material

  • 16 gauge

Finish

  • Galvanized. All available in ZMAX® coating. See Corrosion Information.

Installation

  • Use all specified fasteners; see General Notes.
  • MASA/MASAP
    – Concrete shall have a minimum f'c = 2,500 psi.
    – Spalling — Full loads apply for spalls up to a maximum height of 1 1/4" and a maximum depth of 7/8". Any exposed portion of the mudsill anchor must be protected against possible corrosion.
    – Minimum MASA end distance is 4" and minimum center-to-center spacing is 8" for full load.
    – For continuous load path, MASA should be installed on the same side of wall as uplift connectors.

Related Literature

Load Tables

Allowable Loads for MASA/MASAP Cast-in-Place Mudsill Anchor on CFS Track

  1. Allowable loads are governed by tests and may not be increased (CD = 1.0).
  2. The tabulated allowable (ASD) loads may be multiplied by 1.6 for designs for wind and in SDC A&B, and by 1.4 for designs in SDC C through F to obtain the LRFD loads.
  3. Minimum concrete compression strength, f'c is 2,500 psi.
  4. Allowable loads are based on a minimum stemwall width of 6".
  5. For simultaneous loads in more than one direction, the connector must be evaluated using the Unity Equation.
  6. Per Section 1613 of the 2009, 2012 and 2015 IBC, detached one- and two-family dwellings in SDC C may use the "Wind and SDC A&B" allowable loads.
  7. Parallel-to-Track loads for One-Leg-Up Installation: SDC A–C = 1,025 lb., SDC C–F = 860 lb.
  8. See more information on Simpson Strong-Tie fasteners.

Code Reports

Part IAPMO UES ER ICC-ES ESR City of Los Angeles State of Florida
MASA ESR-2555 ESR-2523 RR25851 FL13326
MASAP ESR-2555 ESR-2523 RR25851 FL13326

ESR-2523 is an Index of many of Simpson Strong-Tie Stamped and Welded Cold-formed Steel Products for Wood or Cold-formed Steel Construction

Drawings

Part Orthographic Perspective
MASA
MASA
DWGDXF
MASA front view
DWG DXF
MASA left view
DWG DXF
MASA right view
DWG DXF
MASA
DWG DXF
MASAP
MASAP
DWGDXF
MASAP front view
DWG DXF
MASAP left view
DWG DXF
MASAP right view
DWG DXF
MASAP
DWG DXF