2014 PISGAH ELEMENTARY SCHOOL logo
PISGAH ELEMENTARY SCHOOL
This design is now the new pro­to­type for future Clarksville-Mont­gomery Coun­ty ele­men­tary schools.
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WINTERSET COMMUNITY CHURCH ADDITION
Win­ter­set Com­mu­ni­ty Church want­ed a larg­er gath­er­ing space for the local com­mu­ni­ty, so they decid­ed to add a gym­na­si­um to their wor­ship build­ing. The addi­tion had to be built quick­ly while the church was still in use, blend in seam­less­ly with the exist­ing struc­ture, and offer high noise pro­tec­tion between the church and the gym­na­si­um.
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LAS VEGAS FIRE STATION #108
Fire Sta­tion 107 has been fea­tured in sev­er­al mag­a­zine arti­cles won an ICF builder award and an award from Sta­tion Style mag­a­zine.
How do I determine which size ICF to use?

ICFs pro­vide a rein­forced con­crete wall which is designed to spe­cif­ic engi­neer­ing prin­ci­ples. Typ­i­cal res­i­den­tial con­struc­tion, per the applic­a­bil­i­ty lim­its in the build­ing code, allows walls 10′ (3 m) high or less between lat­er­al sup­ports (floor and roof con­nec­tions). Below grade walls must have a min­i­mum 6″ (150 mm) con­crete core. In some regions, an 8″ (200 mm) con­crete core is the min­i­mum allowed thick­ness for below grade walls.

The 4″ (100 mm) form can­not be used below grade as a foun­da­tion wall. The 4″ (100 mm) form may be used for above grade walls up to a max­i­mum of 10′ (3.0 m).

The 6″ (150 mm) form, above grade, is lim­it­ed to approx­i­mate­ly 14′ (4.2 m) in height. Walls high­er than 14′ (4.2 m) must use an 8″ (200 mm) or larg­er form.

Typ­i­cal res­i­den­tial con­struc­tion will use 6″ or 8″ con­crete core size blocks. Project spe­cif­ic engi­neer­ing may allow for some core thick­ness to span ver­ti­cal­ly high­er than these pro­posed guide­lines.

2018 WHITEWATER CROSSING CHRISTIAN CHURCH 11
WHITEWATER CROSSING CHRISTIAN CHURCH
Fox Blocks pro­vid­ed a struc­tur­al sys­tem that allowed the exist­ing church to be expand­ed.
What is a ‘blow-out’?

A blow-out’ is a break in the form, gen­er­al­ly due to the pres­sure from the liq­uid con­crete dur­ing the con­crete place­ment and/​or con­sol­i­da­tion. Fox Blocks ICFs are designed to main­tain a high safe­ty fac­tor of pres­sure from the liq­uid con­crete. Dam­aged forms or fail­ure to sup­port areas where forms have been cut leav­ing a large area of EPS between the web sup­ports may cause a blow-out. Over con­sol­i­da­tion may also cause a blow-out.

Fox Blocks rec­om­mends the Pre-Place­ment Check­list be reviewed for all wall assem­blies pri­or to the place­ment of con­crete, to find poten­tial prob­lem areas and install addi­tion­al strap­ping or sup­port to pre­vent blow-outs. Gen­er­al­ly, for an Fox Blocks form, the size of a blow-out may be lim­it­ed to the EPS between the webs, 6″ or 8″ wide by the height of one form. If a blow-out occurs, the con­crete pour moves to anoth­er area on the wall, the hole is patched by replac­ing the EPS, installing wood sup­port over the area, and then resum­ing the pour.

The Fox Block Interlock
When the Fox Blocks inter­lock was designed our Engi­neer­ing staff made the choice not to focus on being with­in 1÷2” to 1” from the build­ing dimen­sion but to give the strongest inter­lock pos­si­ble.
2016 HILLIARD BRUCE WINERY 7
HILLIARD BRUCE WINERY
Hilliard Bruce Win­ery was award­ed LEED Sil­ver Cer­ti­fi­ca­tion by the US Build­ing Coun­cil.
The Fox Blocks Line-Up at a Glance
With advice from lead­ing con­trac­tors in the Insu­lat­ed Con­crete Form busi­ness, Fox Blocks has cre­at­ed an incred­i­ble group of blocks.