← Pergola bay

Pergola bay — materials

A rough list to take to a sawmill. The frame is cut green — full-sawn timbers straight from the log — and pinned with dry oak pegs: as the timbers dry they shrink onto the pegs, and the drawbored joints pull tighter. The mill cuts every stick to its section and length; the framer cuts the joints.

Each length is the piece’s cut length plus 10 in for tenons and trimming, rounded up to the foot. A piece longer than 24 ft is ordered in two or more lengths joined by a scarf (A2-16). Board feet are full-sawn: width × depth × feet ÷ 12. Sizes follow the model, which is proportioned from measured drawings, not engineered — a frame that will carry a load is sized by an engineer first.

Section (in)Length (ft)PiecesBoard feetFor
6 × 696162row L post 1 · row L post 2 · row L post 3 · row R post 1 · row R post 2 · row R post 3
2 × 89448row L beam 1 section 1 · row L beam 1 section 2 · row R beam 1 section 1 · row R beam 1 section 2
2 × 61111121rafter 1 at y=-77 from row midpoint · rafter 2 at y=-61 from row midpoint · rafter 3 at y=-45 from row midpoint · rafter 4 at y=-29 from row midpoint · rafter 5 at y=-13 from row midpoint · rafter 6 at y=3 from row midpoint · rafter 7 at y=19 from row midpoint · rafter 8 at y=35 from row midpoint · rafter 9 at y=51 from row midpoint · rafter 10 at y=67 from row midpoint · rafter 11 at y=83 from row midpoint
2 × 43816row L post 1 forward brace 1 · row L post 2 back brace 1 · row L post 2 forward brace 1 · row L post 3 back brace 1 · row R post 1 forward brace 1 · row R post 2 back brace 1 · row R post 2 forward brace 1 · row R post 3 back brace 1
2 × 291030slat 1 section 1 · slat 2 section 1 · slat 3 section 1 · slat 4 section 1 · slat 5 section 1 · slat 6 section 1 · slat 7 section 1 · slat 8 section 1 · slat 9 section 1 · slat 10 section 1
2 × 281027slat 1 section 2 · slat 2 section 2 · slat 3 section 2 · slat 4 section 2 · slat 5 section 2 · slat 6 section 2 · slat 7 section 2 · slat 8 section 2 · slat 9 section 2 · slat 10 section 2

404 board feet of green timber in 49 pieces.

Pegs: 22 of dry oak, 3/4 in by 4 in — order a tenth over.

Not in this list: stone, brick and mortar; siding, trim, windows and doors; roofing; nails. Nothing here is priced.

Cut list, piece by piece
PieceQtySection (in)Cut length (in)Ends
Row L post 116 × 696A6-22 square foot on pier / standoff · A6-02 post through-tenon; A2-09 drawbore
Row L post 1 forward brace 112 × 424A6-03 brace tenon, bearing shoulder and peg into post inboard face · A6-03 brace tenon, bearing shoulder and peg into beam underside
Row L post 216 × 696A6-22 square foot on pier / standoff · A6-02 post through-tenon; A2-09 drawbore
Row L post 2 back brace 112 × 424A6-03 brace tenon, bearing shoulder and peg into post inboard face · A6-03 brace tenon, bearing shoulder and peg into beam underside
Row L post 2 forward brace 112 × 424A6-03 brace tenon, bearing shoulder and peg into post inboard face · A6-03 brace tenon, bearing shoulder and peg into beam underside
Row L post 316 × 696A6-22 square foot on pier / standoff · A6-02 post through-tenon; A2-09 drawbore
Row L post 3 back brace 112 × 424A6-03 brace tenon, bearing shoulder and peg into post inboard face · A6-03 brace tenon, bearing shoulder and peg into beam underside
Row L beam 1 section 112 × 888plumb free tail; nearby A6-02 post through-tenon; A2-09 drawbore · A2-16 supported scarf at interior post (8 in overlap allowance; detail to set out)
Row L beam 1 section 212 × 888A2-16 supported scarf at interior post (8 in overlap allowance; detail to set out) · plumb free tail; nearby A6-02 post through-tenon; A2-09 drawbore
Row R post 116 × 696A6-22 square foot on pier / standoff · A6-02 post through-tenon; A2-09 drawbore
Row R post 1 forward brace 112 × 424A6-03 brace tenon, bearing shoulder and peg into post inboard face · A6-03 brace tenon, bearing shoulder and peg into beam underside
Row R post 216 × 696A6-22 square foot on pier / standoff · A6-02 post through-tenon; A2-09 drawbore
Row R post 2 back brace 112 × 424A6-03 brace tenon, bearing shoulder and peg into post inboard face · A6-03 brace tenon, bearing shoulder and peg into beam underside
Row R post 2 forward brace 112 × 424A6-03 brace tenon, bearing shoulder and peg into post inboard face · A6-03 brace tenon, bearing shoulder and peg into beam underside
Row R post 316 × 696A6-22 square foot on pier / standoff · A6-02 post through-tenon; A2-09 drawbore
Row R post 3 back brace 112 × 424A6-03 brace tenon, bearing shoulder and peg into post inboard face · A6-03 brace tenon, bearing shoulder and peg into beam underside
Row R beam 1 section 112 × 888plumb free tail; nearby A6-02 post through-tenon; A2-09 drawbore · A2-16 supported scarf at interior post (8 in overlap allowance; detail to set out)
Row R beam 1 section 212 × 888A2-16 supported scarf at interior post (8 in overlap allowance; detail to set out) · plumb free tail; nearby A6-02 post through-tenon; A2-09 drawbore
Rafter 1 at y=-77 from row midpoint12 × 6120plumb free tail; inboard left beam A2-05 saddle / housed crossing · plumb free tail; inboard right beam A2-05 saddle / housed crossing; top A4-14 reciprocal cogged crossing
Rafter 2 at y=-61 from row midpoint12 × 6120plumb free tail; inboard left beam A2-05 saddle / housed crossing · plumb free tail; inboard right beam A2-05 saddle / housed crossing; top A4-14 reciprocal cogged crossing
Rafter 3 at y=-45 from row midpoint12 × 6120plumb free tail; inboard left beam A2-05 saddle / housed crossing · plumb free tail; inboard right beam A2-05 saddle / housed crossing; top A4-14 reciprocal cogged crossing
Rafter 4 at y=-29 from row midpoint12 × 6120plumb free tail; inboard left beam A2-05 saddle / housed crossing · plumb free tail; inboard right beam A2-05 saddle / housed crossing; top A4-14 reciprocal cogged crossing
Rafter 5 at y=-13 from row midpoint12 × 6120plumb free tail; inboard left beam A2-05 saddle / housed crossing · plumb free tail; inboard right beam A2-05 saddle / housed crossing; top A4-14 reciprocal cogged crossing
Rafter 6 at y=3 from row midpoint12 × 6120plumb free tail; inboard left beam A2-05 saddle / housed crossing · plumb free tail; inboard right beam A2-05 saddle / housed crossing; top A4-14 reciprocal cogged crossing
Rafter 7 at y=19 from row midpoint12 × 6120plumb free tail; inboard left beam A2-05 saddle / housed crossing · plumb free tail; inboard right beam A2-05 saddle / housed crossing; top A4-14 reciprocal cogged crossing
Rafter 8 at y=35 from row midpoint12 × 6120plumb free tail; inboard left beam A2-05 saddle / housed crossing · plumb free tail; inboard right beam A2-05 saddle / housed crossing; top A4-14 reciprocal cogged crossing
Rafter 9 at y=51 from row midpoint12 × 6120plumb free tail; inboard left beam A2-05 saddle / housed crossing · plumb free tail; inboard right beam A2-05 saddle / housed crossing; top A4-14 reciprocal cogged crossing
Rafter 10 at y=67 from row midpoint12 × 6120plumb free tail; inboard left beam A2-05 saddle / housed crossing · plumb free tail; inboard right beam A2-05 saddle / housed crossing; top A4-14 reciprocal cogged crossing
Rafter 11 at y=83 from row midpoint12 × 6120plumb free tail; inboard left beam A2-05 saddle / housed crossing · plumb free tail; inboard right beam A2-05 saddle / housed crossing; top A4-14 reciprocal cogged crossing
Slat 1 section 112 × 287A4-14 reciprocal cogged crossing at first support; square end · A4-14 reciprocal cogged crossing at last support; supported butt if shared
Slat 1 section 212 × 281A4-14 reciprocal cogged crossing at first support; square end · A4-14 reciprocal cogged crossing at last support; supported butt if shared
Slat 2 section 112 × 287A4-14 reciprocal cogged crossing at first support; square end · A4-14 reciprocal cogged crossing at last support; supported butt if shared
Slat 2 section 212 × 281A4-14 reciprocal cogged crossing at first support; square end · A4-14 reciprocal cogged crossing at last support; supported butt if shared
Slat 3 section 112 × 287A4-14 reciprocal cogged crossing at first support; square end · A4-14 reciprocal cogged crossing at last support; supported butt if shared
Slat 3 section 212 × 281A4-14 reciprocal cogged crossing at first support; square end · A4-14 reciprocal cogged crossing at last support; supported butt if shared
Slat 4 section 112 × 287A4-14 reciprocal cogged crossing at first support; square end · A4-14 reciprocal cogged crossing at last support; supported butt if shared
Slat 4 section 212 × 281A4-14 reciprocal cogged crossing at first support; square end · A4-14 reciprocal cogged crossing at last support; supported butt if shared
Slat 5 section 112 × 287A4-14 reciprocal cogged crossing at first support; square end · A4-14 reciprocal cogged crossing at last support; supported butt if shared
Slat 5 section 212 × 281A4-14 reciprocal cogged crossing at first support; square end · A4-14 reciprocal cogged crossing at last support; supported butt if shared
Slat 6 section 112 × 287A4-14 reciprocal cogged crossing at first support; square end · A4-14 reciprocal cogged crossing at last support; supported butt if shared
Slat 6 section 212 × 281A4-14 reciprocal cogged crossing at first support; square end · A4-14 reciprocal cogged crossing at last support; supported butt if shared
Slat 7 section 112 × 287A4-14 reciprocal cogged crossing at first support; square end · A4-14 reciprocal cogged crossing at last support; supported butt if shared
Slat 7 section 212 × 281A4-14 reciprocal cogged crossing at first support; square end · A4-14 reciprocal cogged crossing at last support; supported butt if shared
Slat 8 section 112 × 287A4-14 reciprocal cogged crossing at first support; square end · A4-14 reciprocal cogged crossing at last support; supported butt if shared
Slat 8 section 212 × 281A4-14 reciprocal cogged crossing at first support; square end · A4-14 reciprocal cogged crossing at last support; supported butt if shared
Slat 9 section 112 × 287A4-14 reciprocal cogged crossing at first support; square end · A4-14 reciprocal cogged crossing at last support; supported butt if shared
Slat 9 section 212 × 281A4-14 reciprocal cogged crossing at first support; square end · A4-14 reciprocal cogged crossing at last support; supported butt if shared
Slat 10 section 112 × 287A4-14 reciprocal cogged crossing at first support; square end · A4-14 reciprocal cogged crossing at last support; supported butt if shared
Slat 10 section 212 × 281A4-14 reciprocal cogged crossing at first support; square end · A4-14 reciprocal cogged crossing at last support; supported butt if shared