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   Willamette  Wood Construction Connectors  

Wood Construction Connectors - Page 11

 

 

®  

MASB/MAS/MAB/MA MUDSILL ANCHORS


CONCRETE

Anchor Spacing

Model No. O.C. Spacing to replace 1/2" 

Anchor Bolt 6' O.C.

O.C. Spacing to replace 1/2"

Anchor Bolt 6' O.C.

(133) (160) (133) (160)
MA4 3-1/2' 3-1/2' 2-1/2' 2-1/2'
MA6 5' 4" 3-1/2' 3'
MAB 3-1/2' 3' 2-1/2' 2'
MAS 5' 5' 3-1/2' 3-1/2'
MASB2,3 6' 6' 4' 10" 4' 10"

 

 

 

 

 

 

1. Place anchors not more than 1' from the end of each sill.

2. Spacing is based on parallel to plate load direction only.

3. For areas under BOCA Building Code Sec. 2305.17, spacing for 1/2" anchor bolt may be increased to 8' o.c.

 


WT WEDGE  FORM TIES


Especially designed for low foundation wall applications. 5/8" wide formed "V" design for rigidity allows accurate form spacing and support.

MATERIAL: Wedges --14 gauge, WT -- 18 gauge

FINISH: Galvanized

INSTALLATION:

  • Use two 3-1/2" long wedges for each tie.
  • Not recommended for wall pours greater than 4' high.
  • Fits 1" or 2" nominal form lumber.
  • Wall thickness from 6" to 12".
Model No Wall Thickness
WT6 6
WT8 8
WT10 10
WT12 12

 

 

 

 

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