WESTERN CROSS TIMBERS CONCRETE & STEEL ESTIMATING DESK Weatherford (Parker) • Granbury (Hood) • Stephenville (Erath) • Decatur (Wise) • Mineral Wells
CONCRETE POUR DAY CHECKLIST | ANCHOR BOLTS, WELD PLATES & DOOR REBATES

How to Read Your Metal Building Anchor-Bolt Setting Plan (And Why Weld Plates vs J-Bolts Matter Before Concrete Day)

Essential field guide to metal building Anchor-Bolt Setting Plans, column baseplate reactions, recessed overhead door pockets, and embedded weld plates before pouring your monolithic slab in North Texas.

3,000 - 4,000 PSI Ready-Mix Concrete #3 & #4 Deformed Rebar on Chairs 12"x24" Perimeter Grade Beams Mueller, Prime, Brazos & JAG Kit Erection TX Chapter 233 Unincorporated Acreage Ready
Why Foundation & Erection Belong Together: When our concrete and erection teams coordinate your project from day one, the same field superintendent who reads your Anchor-Bolt Setting Plan and sets the bolt templates or weld plates is accountable when the crane arrives to stand the red-iron columns.

1. The 5 Critical Details Inside Your Manufacturer's Anchor-Bolt Plan

When you order a bolt-up building from Mueller, Prime Metal, or Brazos Metal, their engineering department generates a 3-to-8 page PDF called the Anchor-Bolt Setting Plan & Foundation Reactions. Before a single form board is staked, our concrete crew checks five exact numbers on that drawing:

  1. Out-to-Out Steel Line vs. Nominal Slab Edge: Confirming whether the building dimensions (e.g., 30'0" x 50'0") are measured to the outside of the steel girts and whether a 1.5"x1.5" perimeter sheeting notch (water-stop ledge) is specified.
  2. Main Frame Column Bolt Gauge & Projection: Typically four 3/4" or 7/8" A325/F1554 hooked anchor bolts per rigid-frame column set on a precise 4"x4" or 6"x6" square pattern with 3.5" to 4.5" of threaded projection above finished floor.
  3. Framed Opening Door Jamb Anchors & Sloped Door Thresholds: Every 10'x10', 12'x12', or 14'x14' overhead door jamb has wind-post anchors, and the concrete threshold between the jambs should be sloped or recessed so water never wicks inside the shop.
  4. Horizontal Hairpin Ties (Column Kick-Out Restraint): Clear-span rigid frames exert outward horizontal thrust ("horizontal reaction") at the base of each column. Our perimeter grade beam rebar cage ties directly around the anchor bolts to resist lateral kick-out.
  5. Embedded Weld Plates for Weld-Up Buildings: If your building is a custom weld-up red-iron or pipe shop (or a JAG/Prime weld-up package), we cast flush 8"x8"x3/8" or 10"x10"x1/2" steel plates with welded Nelson studs/rebar J-legs directly into the top of the perimeter grade beam at every column and door jamb location.

Frequently Asked Questions

1. Should anchor bolts be wet-set by hand after screeding or locked into rigid templates before the concrete pour?

Structural anchor bolts for a pre-engineered metal building should NEVER be "wet-stabbed" freehand into wet concrete after screeding. Freehand bolts inevitably drift out of plumb, miss the internal rebar cage, or end up at the wrong projection height. We build rigid plywood or steel carrier templates fastened to the form boards and verified with a laser/transit before concrete placement, ensuring every 4-bolt column pattern matches your manufacturer blueprint within 1/16th of an inch.

2. What is a sheet metal notch (ledge) and recessed overhead door pocket on a metal building slab?

A perimeter sheeting notch (often 1.5" deep by 1.5" wide around the top outer edge of the slab) and sloped/recessed overhead door pockets allow the wall panels and roll-up garage doors to sit slightly below the finished interior floor elevation. Without them, driving North Texas thunderstorms will push rainwater right underneath the bottom rubber seal of your overhead doors.

CALIBRATED 2026 DFW WEST & WESTERN CROSS TIMBERS PRICING ENGINE

Interactive Monolithic Concrete Slab, Pad Grading & Metal Building Calculator

Select your scope, footprint, eave height, concrete PSI/rebar engineering spec, and pad slope below. Our live dual-view CAD blueprint calculates your exact concrete yardage, column reactions, and 2026 installed cost range in real time.

Width (ft) 30 ft
Length (ft) 50 ft
Eave Height 14 ft
LIVE CAD FOOTPRINT & GRADE-BEAM SECTION 30' W x 50' L x 14' H (1,500 SQ FT)
TOP-DOWN ANCHOR & BEAM PLAN 30' x 50' (8 Anchor Bays) 160 LF Beam + +5' Select Fill Apron 5" REINFORCED SLAB (3,500 PSI) | 1,500 SQ FT #4 Rebar @ 12" OC | 12" x 24" Grade Beam (160 LF) 6"-18" TXDOT SELECT FILL PAD + 10-MIL VAPOR BARRIER J-Bolt / Weld Plate 12"x24" Edge Beam EST. READY-MIX: ~31 CU. YDS. (4 MIXER TRUCKS | +8% ALLOWANCE)
Footprint & Eave 1,500 sf (14' H)
Ready-Mix Volume ~31 Cu. Yds.
Grade Beam & Columns 160 LF / 8 Cols
Effective Rate $13.84 - $19.69/sf
5" Monolithic Concrete Slab & Grade Beams (1,500 sq ft) $15,435 - $20,213
Pad Site Prep (6"-18" TxDOT Select Fill Pad) $5,325 - $9,325
ESTIMATED 2026 TURNKEY RANGE Includes forms, 10-mil vapor barrier, rebar on chairs, ready-mix & select fill pad
$20,800 - $29,500
$13.87 - $19.67 / sq ft
Get Your Written Itemized Estimate & Check Local Crew Availability Receive your PDF spec sheet + a 15-second project coordinator confirmation call to verify batch plant distance and site access.
Preferred Delivery Channels for Your Estimate & Spec Confirmation: