midwest perma columns installed in a pole barn

Perma Column Spec Sheet

ICC-ES Certified Perma-Column Precast Foundations. Perma-Column meets the market demand for durability, fits into your current building process, and elevates your reputation for enduring quality. See spec sheets and product details below:

 

Product Dimensions

Model IDTypeBracket heightDescriptionWeight
(lbs.)
PC46004″ × 6″13″3-5/8″ pocket fits 4″ × 6″ post135
PC63003-Ply 2″ × 6″13″4-5/8″ pocket fits 3-Ply 6″ laminated column165
PC64004-Ply 2″ × 6″18″6-1/8″ pocket fits 4-Ply 6″ laminated column215
PC66006″ × 6″13″5-5/8″ pocket fits 6″ × 6″ post196
PC83003-Ply 2″ × 8″18″4-5/8″ pocket fits 3-Ply 8″ laminated column235
PC84004-Ply 2″ × 8″18″6-1/8″ pocket fits 4-Ply 8″ laminated column290
PC85005-Ply 2″ × 8″18″7-5/8″ pocket fits 5-Ply 8″ laminated column345

 

Materials

  1. Concrete Column: 10,000 (Nominal) psi pre-cast self consolidating concrete (SCC) with four (4) continuous vertical reinforcing bars of A706 weldable 60 ksi yield strength steel. Number 4 bars are used for the PC4600, PC6300, PC6400, and PC6600 while number 5 bars are used for the PC8300 and PC8400 models. Superplasticizers and polymer fiber reinforcement are added as well as other admixtures to increase freeze/thaw resistance, rust resistance, flexural and compressive strength as well as optimizing the hydration process.
  2. Uplift Anchors: Galvanized, 36 ksi yield strength steel available in two sizes, PC20UA 2”x 2”x 8.5”x 0.134”; PC25UA 2”x 2”x 12”x 0.134”
  3. Steel Bracket: A U-shaped ¼” ASTM A1018 Grade 40 steel bracket with 5/8” diameters holes for bolts, and 5/16” diameter holes for screws. The bracket uses ½” SAE J429 Grade 5 bolts with hex nuts torqued to 110 foot-pounds as well as 0.242”x3” structural screws or equal.

 

Axial and Moment Design Capacities

Load and Resistance Factor Design (LRFD)
Model IDWidth (in)Depth (in)Length (in)PLRFD (lb)MLRFD-x (ft-lb)MLRFD-z (ft-lb)TLRFD (lb)
PC63005-3/85-3/859-3/41131006517662010320
PC64006-7/85-3/859-3/4140100921767239070
PC66006-3/85-3/859-3/4131100831766949360
PC83005-3/87-1/859-3/415310097811454515710
PC84006-7/87-1/859-3/4188900139661479213590
PC85008-3/87-1/859-3/4223000179551494512340
View Chart Details
  1. For biaxial bending: (mx / Mx) + (mz / Mz) ≤ 1
  2. The tabulated values account for combined axial compression load and bending moment load. No reduction in axial compression loads and bending moment loads for combined axial compression bending moment is required.
  3. For combined tension loads and bending moment loads: (t/T)+(m/M) ≤ 1
  4. Length is measured from the top of the concrete to the bottom of the concrete.
  5. For SI: 1 inch = 25.4 mm, 1 pound = 4.4482 N

 

Allowable Strength Design (ASD)
Model IDWidth (in)Depth (in)Length (in)PASD (lb)MASD-x (ft-lb)MASD-z (ft-lb)TASD (lb)
PC63005-3/85-3/859-3/470700407341376870
PC64006-7/85-3/859-3/487600576142026030
PC66006-3/85-3/859-3/482000519841846230
PC83005-3/87-1/859-3/4957006113909110450
PC84006-7/87-1/859-3/4118100872992459040
PC85008-3/87-1/859-3/41394001122293418210
View Chart Details
  1. For biaxial bending: (mx / Mx) + (mz / Mz) ≤ 1
  2. The tabulated values account for combined axial compression load and bending moment load. No reduction in axial compression loads and bending moment loads for combined axial compression bending moment is required.
  3. For combined tension loads and bending moment loads: (t/T)+(m/M) ≤ 1
  4. Length is measured from the top of the concrete to the bottom of the concrete.
  5. For SI: 1 inch = 25.4 mm, 1 pound = 4.4482 N

 

Shear Capacities

Load and Resistance Factor Design (LRFD)
PLRFD
(lb)
VLRFD-x
(lb)
VLRFD-z
(lb)
VLRFD-x
(lb)
VLRFD-z
(lb)
VLRFD-x
(lb)
VLRFD-z
(lb)
VLRFD-x
(lb)
VLRFD-z
(lb)
VLRFD-x
(lb)
VLRFD-z
(lb)
VLRFD-x
(lb)
VLRFD-z
(lb)
10000372237064610497743144556512146406386630575927878
9000366836524555491842604498506345876327624775337817
8000361435984501486042054441500445346269619074757756
7000355935444447480141514384494644816210613274167695
6000350534904392474240974326489244266151607473677634
5000345134364338468440424269483843756093601672997573
4000339733824284462539884212477043216034595872407513
3000334233284229456639344154471142685976590071817452
2000328832744175450738794097465342155917584371237391
1000323432204120444938254039459441625858578570647330
0318031664066439037713982453541095800572770057269
-1000296329503849415535533753430138975566549567717026
-2000274627343631392133363523406736845331526465366782
-3000252825183414368631193294383234725097503363016539
-4000231123023196345129013064359832604862480160676295
-5000209420862979321626842835336330474628457058326051
View Chart Details
  1. The tabulated shear values are for columns with axial tension load (ACI 318-14 Eq. 22.5.6.1 and 22.5.7.1 respectively)
  2. For SI: 1 inch = 25.4 mm, 1 pound = 4.4482 N

 

Allowable Strength Design (ASD)
PASD
(lb)
VASD-x
(lb)
VASD-z
(lb)
VASD-x
(lb)
VASD-z
(lb)
VASD-x
(lb)
VASD-z
(lb)
VASD-x
(lb)
VASD-z
(lb)
VASD-x
(lb)
VASD-z
(lb)
VASD-x
(lb)
VASD-z
(lb)
6250232623162881311126962847320129003991394147454924
5625229222832837307426622812316428673954390547084886
5000225922492813303726282776312828343918386946724848
4375222522152779300125942740309128003881383246354810
3750219121812745296425602704304527673845379645984771
3125215721482711292725262668301827343808376045624733
2500212321142677289124922632298127013777372445254695
1875208920802643285424582596294426683735368844884657
1250205520462609281724252561290826353696365244524619
625202120132575278023912525287126013662361544154581
0198719792541274423572489283525683625357943784543
-625185218442405259722212345268824253478343542324391
-1250171617092270245020852202254223033332329040854239
-1875158015742344230419492058239521703186314539384087
-2500144514392198215718131915224920373039300137923936
-3125130913031862201016771772210219052893285636453782
View Chart Details
  1. The tabulated shear values are for columns with axial tension load (ACI 318-14 Eq. 22.5.6.1 and 22.5.7.1 respectively)
  2. For SI: 1 inch = 25.4 mm, 1 pound = 4.4482 N

 


ICC-ES Certified

The International Code Council has evaluated and certified Perma-Column® precast concrete posts are compliant with the following:

  • 2018 and 2015 International Building Code® (IBC)
  • 2018 and 2015 International Residential Code® (IRC)
  • 2017 Florida Building Code—Building
  • 2017 Florida Building Code—Residential
  • 2016 California Building Code (CBC)
  • 2016 California Residential Code (CRC)

Builder Advantages

  • Easier permitting and approvals
  • Assured code-compliance

Customer Benefits

  • Trust in Perma-Column quality
  • Confidence in their lasting investment

Certified Excellence

Perma-Column is 3x stronger than standard concrete.

  • Supports solid posts, nail-laminated or glue-laminated wood columns
  • 10,000 psi precast concrete
  • 60,000 psi rebar
  • Powder-coated ¼” steel bracket
  • Uplift anchors and 12” and 24”column extenders available
  • Guaranteed to last generations

Shop Perma Columns

 

Build Better

Perma-Column outperforms treated wood: guaranteed.

Insist on the environmentally friendly solution that will outlast a treated wood foundation every time. Only Perma-Column precast concrete columns provide your building a foundation engineered to last for generations to come.

Build Stronger

Perma-Column is 3x stronger than concrete.

Perma-Column piers are precast concrete, reinforced with 60,000 psi rebar welded to a ¼” steel bracket. Perma-Column® is the unmatched post-frame foundation solution for homes and municipal, commercial, and agricultural buildings.

Build to Last

Perma-Column protects the value of your building.

Post-frame construction materials have come a long way. Your building deserves the lasting durability of a permanent foundation. Perma-Column® is engineered to protect the structural integrity of your post-frame building and is backed by a lifetime warranty.