The 18 cast-in ("EG") piers share one 1"Ø anchor bolt but come in 4 diameters. Pick each from your foundation location plan. SM1 masts are fixed to the 54"Ø static-mast pier.
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Struct.
Description
Qty
Piers ea.
Total piers
Foundation type
Concrete CY
Rebar LF
2 · Concrete & rebar by foundation group
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Foundation
Size
Count
CY ea.
CY total
Rebar LF ea.
Rebar LF total
Rebar wt (lb)
Rebar
Weights are the drawings' stated rebar totals (steel). AF3F's GFRP #4 hoop weight is not listed on the sheet, so its number reflects the steel #8 only.
Show rebar detail — every bar + how each linear-foot figure is calculated
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Foundation
Bar
Mark
Bars ea.
LF ea.
Lb ea.
Material
How the LF ea. is figured
Hoops (the #4 ties) are rings: length = π × ring diameter (pier − 6″ for 3″ clearance each side) + a ~1'-3″ lap to close them. Straight bars = count × length. All match the sheets' stated linear feet.
3 · Anchor bolts by style
Cast-in & cage bolts are fully counted from the structure sheets. Post-installed slab bolts (EZ/BZ/AA) depend on slab counts set in section 5.
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Style
Description
Install
Qty
Show the math — anchor bolts, counted by structure
These items are defined in the set but their counts aren't in this PDF (they live on the foundation plan / on sheets not included). Enter counts to include them.
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Item
Type / size
Notes
Qty
6 · Structure (connection) bolts — reference
Not foundation anchors — these bolt the steel members together. Add 5% overage per sheet note 11 when ordering.