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Post-Tension Information

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Link to the installation video for this product

See infomation below.


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Detail 1
When installed on a raised curb, use 6" Stemwall installation and loads (rebar required)

Detail 2
Post Tension Cable Placement Corner Installation
(no rebar required)

 Top View of Post Tension Cable Placement
top Load TableSee code report listings below
Table
  1. Minimum concrete strength is 2500 psi.
  2. Post-tension steel is minimum 1/2" diameter, 7-wire, low-relaxation strand in accordance with ASTM A416, Grade 270 ksi, with a guaranteed ultimate strength of 41.3 k.
  3. Anchorage is monostrand-type anchor system with current ICC approval using a ductile iron casting of at least 2.25" x 4.5" of bearing and reusable pocket formers on all stressing ends.
  4. It is the Designer's responsibility to provide reinforcement to tie cold-joints and to resist bending stresses in the foundation due to anchor uplift.
  5. Post design shall be by Designer.
  6. NAILS: 16d = 0.162" dia. x 3 1/2" long, 16d sinker = 0.148" dia. x 3 1/4" long. See other nail sizes and information
top Code Reports (PDFs):
Legacy Reports
  IAPMO ES ER ICC-ES ESR CITY OF LOS ANGELES STATE OF FLORIDA ICC-ES NER ICC-ES ER ICC-ES ES
HPAHD22      FL5805   ER-1211  
LSTHD8      FL503   ER-5349  
LSTHD8RJ      FL503   ER-5349  
STHD10      FL503 / FL9601   ER-5275 / ER-5349  
STHD10RJ      FL503 / FL9601   ER-5349  
STHD8      FL503 / FL9601   ER-5275 / ER-5349  
STHD8RJ      FL503 / FL9601   ER-5349  

   
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Catalog Pages (PDFs):
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C-2008 (Wood Construction Connectors), page 43
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Related Categories:
High Wind Resistance (Wood Construction)
Anchors (Cold-Formed Steel)
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Technical Bulletins (PDFs):
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Fliers (PDFs):
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Featured Literature:
High Wind Framing Connection Guide
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