STAIRS/STEPS MADE EASY AND MOVABLE
WITH THE "STRATTON BRACKET®"

Home Uses Installation Video Pricing/Ordering Company Info
1.  Bolt the "Stratton Brackets®" 
     to the deck or house, to 
     accommodate the steps.
2.  Set the steps into position, place a 
     2x4 into the brackets and fasten 
     the 2x4 to the stringers.
3.  Add the last tread and the steps 
     are complete, they will also be 
     movable.

Typical Building Code Requirements
    The building codes typically require that decks be able to support the same live load  
as the rooms to which they connect.  In a residence, that's 40 psf. for a 300 sq. ft. deck,  
that's a total of 12,000 lbs.  

    Take, for example, a 2 by Southern Pine deck ledger board attached to the house  
framing.  With a 1/2" diameter bolt and a single shear applied perpendicular to the grain  
for "normal"duration, the allowable shear load in the bolt is 330 lbs.  Of course, the bolt  
itself could handle many times that load, but what will fail first is the wood; that's what  
limits the capacity to 330 lbs.  

    For a deck with joists spanning 14 ft. with 2x10's 16" on-center and 2x6 decking, the  
weight of the deck itself is approximately 7.3 psf.  Add this to a design live load of 40 psf,  
and the total load is 47.3 psf.  One half of this load must be supported by the ledger  
board at the house.  Simple multiplication (14 ft. x 47.3 psf x 1/2) gives a load along the  
ledger of 331 lbs. per foot.  

    The "Stratton Bracket®" greatly increases the "shear" of the wood because the wood  
"sits" in the brackets.


Certified Test Results of the "Stratton Bracket®"
Two bolts, top bolt through wall, 
Bottom bolt through bracket and board only.
TOTAL FORCE - 2 BRACKETS STATUS
2,750 lbs./1,375 lbs. each Bolts Pinned against wall.
5,500 lbs./2,750 lbs. each Brackets deflecting and pinned
against wall.
15,320 lbs./7,660 lbs. each Bracket failure - Bottom bolts pull
through holes, top of brackets
break.



For questions or comments, e-mail us at service@pastratton.com
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