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   Willamette  Wood Construction Connectors  

Wood Construction Connectors - Page 10

 

 


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MASB/MAS/MAB/MA MUDSILL ANCHORS

CONCRETE

See page 9 for additional product illustrations.

The MASB is designed for installation on concrete masonry units, and to meet the requirements for BOCA Building Code Section 2305.16.

MAS -- For slab or stemwall construction. Fast for the finisher -- install before pouring concrete by nailing into form, or insert into concrete after pour. Finish up to the edge of slab. No anchor bolts to hand trowel around, no nuts or washers to lose. Fast for the framer -- eliminates plate drilling and mislocated anchor bolts.

MAB -- Anchors mudsill to concrete block or slab foundation.

MA -- A low-labor, high-value method to secure mudsills to monolithic slabs or foundation walls. Can be installed before sill placement or attached to sill and wet set in place.

MATERIAL: MASB, MAS and MA -- 16 gauge; MAB -- 18 gauge

FINISH: Galvanized. Some products available in Z-MAX; see Corrosion Resistance, page 6.

INSTALLATION:

  • Use all specified fasteners. See General Notes.
  • Not for use where (a) a horizontal cold joint exists between the slab and foundation wall or footing beneath, unless provisions are made to transfer the load, or (b) anchors are installed in slabs poured over foundation walls formed of concrete block.
  • MASB -- First fill CMU cell with concrete grout (minimum strength of F'c = 2000 psi.) Place MASB into the grouted cell, and adjust into position. Attach the mudsill to    anchor after the concrete cures.
  • MAB -- When used in monolithic slab or stemwall construction, prior to installation, spread the MAB legs to accommodate mudsill. Immediately after pouring and screeding, insert into the concrete or grout. Attach the mudsill to the anchor with 10d x 1-1/2" nails after the concrete cures. When installed in grouted concrete block or solid pour for a center hole installation, drill a 3/4" hole through the mudsill. Wrap MAB straps around the mudsill and install 10d x 1-1/2" nails.

CODES: BOCA, ICBO, SBCCI NER-209, NER-393, NER-443; ICBO 5357; Dade Co., FL 97-0325.03 (MA, MAS); City of L.A. RR 25149 (MA); BOCA 97-9 (MASB).

1. Loads may not be increased for short-term loading.

2. For uplift loads, provide attachment from mudsill to building's structural components to prevent cross-grain bending.

3. MAS installed with 1 leg attached to stud has loads of 435 Ibs (uplift), 700 Ibs (parallel to plate) and 240 Ibs (perp. to plate).

4. MASB installed with 1 leg attached to stud has load of 960 Ibs (parallel to plate) and 360 Ibs (perpendicular to plate).

5. MA installed attached to the stud has a perpendicular load of 670 Ibs. Parallel loads as listed. For reduced uplift loads, contact Simpson.

Model No. Sill Size Fasteners Uplift Avg Ult Allowable Loads1 (133) Allowable Loads1 (160)
Sides Total Top Uplift2 Parallel to Plate (F1) Perp to Plate (F2) Uplift2 Parallel to Plate (F1) Perp. to Plate (F2)
MAS 2x4,6 2-10d x 1-1/2 4-10d x 1-1/2 3360 1005 720 480 1005 815 575
MASB 2x4,6,8 2-10d x 1-1/2 6-10d x 1-1/2 --  130 930 410 130 930 410
MA4 2x4 2-10d x 1-1/2 2-10d x 1-1/2 3065 830 480 430 830 575 430
3x4 4-10d x 1-1/2 2-10d x 1-1/2 2977 915 680 430 915 680 430
MAC 2x6 2-10d x 1-1/2 4-10d x 1-1/2 2977 915 680 430 915 680 430
3x6 4-10d x 1-1/2 4-10d x 1-1/2 3083 965 680 430 915 680 430
MAB15 2x4,6 2-10d x 1-1/2 4-10d x 1-1/2 1867 565 500 500 565 500 500
MAB23 2x4,6 2-10d x 1-1/2 4-10d x 1-1/2 1867 565 500 500 565 500 500

GH GIRDER HANGERS


A girder-to-foundation wall connection.

MATERIAL: 12 gauge

FINISH: Simpson gray paint

INSTALLATION:

  • Use all specified fasteners. See General Notes.
  • Insert four 16d commons into girder.
  • H dimension assumes 2x sill.
  • 1-1/2" clearance hole accommodates rebar or anchor. This is not required.

OPTIONS: For skewed hangers, see Hanger Options. Contact Simpson for other sizes available.

CODES: BOCA, ICBO, SBCCI NER-443. City of L.A. RR 25149.

Model No. Girder H S Avg Ult Allowable Loads
Floor (100) Roof (125)
GH46-6 4x6 4 6-1/16" 12167 2000 2000
GH46-8 4x6 4 8-1/16" 12167 2000 2000
GH48-6 4x8 6 6-1/16" 12167 2000 2000
GH48-8 4x8 6 8-1/16" 12167 2000 2000

 

 

 

 

1. Loads may not be increased for short-term loading.

2. A wood plate on top of the GH is required to achieve the table loads.

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