Technical Solutions Album · section 6

Intermediate and attic floor with I-joists

  1. Plan of the intermediate/attic I-joist floor
  2. Details
  3. Specification of frame elements and dry lumber for the floor at level +3,063

1. Plan of the intermediate/attic I-joist floor

Notes:
1. Carry out the floor reinforcement of I-joists according to the details shown on the drawing.
2. If the floor is made of I-joists, a balcony uses boards, not I-joists.

2. Details

Detail 1

Notes:
1. Fix the I-joist blocking to the I-joists and the top strapping board of the first-floor wall panels with nails 3 × 70 mm, 4 pcs. per bottom flange (2 pcs. into the joist and 2 pcs. into the strapping timber) and 2 pcs. into the top flange.
2. Fix the I-joist strapping beam to the support with nails 3 × 70 mm at a spacing of 150 mm, offset relative to the opposite side.

Notes:
1. Fix the I-joists to the top strapping board of the first-floor wall panels with nails 3 × 70 mm, 4 pcs. per bottom flange (per detail).

Detail 1*

Notes:
1. Fix the I-joist blocking to the I-joists and the top strapping board of the first-floor wall panels with nails 3 × 70 mm, 4 pcs. per bottom flange (2 pcs. into the joist and 2 pcs. into the strapping timber) and 2 pcs. into the top flange.
2. Fix the OSB around the floor perimeter with screws 3,5 × 41 mm at a spacing of 150 mm to the top and bottom flanges of the floor I-joists.

Detail 2

Notes:
1. Fix I-joists to other I-joists on an OBR-Z timber support 25 × 140 × 76 mm (split, left + right = 1 pcs.) with screws 3,5 × 41 mm through board inserts 37 × 147 mm.
2. Fix the board inserts 37 × 147 mm to each other with screws 6 × 80 mm, 4-6 pcs. per board.
3. Besides the timber support, fix the joist at the top flange with a structural angle 50 × 50 × 35 mm and screws 3,5 × 41 mm, 6-8 pcs. per angle.

Detail 3

Note:
Fix the I-joist blocking to the I-joists and the top strapping board of the first-floor wall panels with nails 3 × 70 mm, 4 pcs. per bottom flange (2 pcs. into the joist and 2 pcs. into the strapping timber) and 2 pcs. into the top flange.

Detail 4

Note:
Under the joints of the 22 mm OSB decking, fix board blocking 37 × 97 mm to the top flange of the I-joist with nails 3 × 70 mm (4 pcs. per block).

Detail 5

Note:
I-joists that meet other I-joists as a cantilever or on a support are fixed with structural angles 50 × 50 × 35 mm (1 angle on each flange), and on the other side of the angle with nails 3 × 70 mm, 2 pcs. per bottom flange (1 pcs. into the joist and 1 pcs. into the strapping timber) and 1 pcs. into the top flange.

Detail 6

Notes:
1. Reinforce the I-joist detail under the post with an extra board 37 × 147 mm, fixing them together with screws 6 × 120 mm, 4-6 pcs. Fix the extra boards together at the adjacent joist with screws 6 × 80.
2. Fix the detail between the flanges of the I-joists with structural angles 50 × 50 × 35 mm and screws 3,5 × 41 mm (4 pcs.).
3 In addition, fix the bottom flange with nails 3 × 70 mm to the top strapping timber of the first-floor walls (2-4 pcs.).

Detail 6*

Notes:
1. Reinforce the I-joist detail under the post with an extra board 37 × 147 mm, fixing them together with screws 6 × 120 mm, 4-6 pcs. Fix the extra boards together at the adjacent joist with screws 6 × 80 mm.
2. In addition, fix the bottom flange with nails 3 × 70 mm to the top strapping timber of the first-floor walls (2-4 pcs.).

Detail 6**

Notes:
1. Reinforce the I-joist detail under the post with an extra board 37 × 147 mm, fixing them together with screws 6 × 120 mm, 4-6 pcs. Fix the extra boards together at the adjacent joist with screws 6 × 80.
2. In addition, fix the bottom flange with nails 3 × 70 mm to the top strapping timber of the first-floor walls (2-4 pcs.).

Detail 7

Notes:
1. Reinforce the I-joist header under the post with an extra board 37 × 147 mm, fixing them together with screws 6 × 160 mm, 4-6 pcs. (100 mm spacing).
2. Fix the detail between the top flanges of the I-joist and the I-joist header with structural angles 50 × 50 × 35 mm and screws 3,5 × 41 mm (2 pcs.).
3 Fix the bottom flange with nails 3 × 70 mm to the top strapping timber of the first-floor walls (4 pcs.).

Detail 8

Notes:
1. Join the I-joists to each other along their length at a support using extra board pieces 37 × 197 mm with a 3 mm gap at each flange, with screws 6 × 80 mm, 4-6 pcs. per detail.
2. Fix the I-joists to the top strapping board of the first-floor wall panels with nails 3 × 70 mm, 4 pcs. per bottom flange (2 pcs. into the joist and 2 pcs. into the strapping timber).

Detail 8*

Notes:
1. Join the I-joists to each other along their length at a support using extra board pieces 37 × 147 mm with a 3 mm gap at each flange, with screws 6 × 160 mm, 10-12 pcs. per detail.
2. Fix the I-joists to the top strapping board of the first-floor wall panels with nails 3 × 70 mm, 4 pcs. per bottom flange.

Detail 9 (reinforcing I-joists)

Note:
Join double I-joists to each other (at a spacing of 850 mm) along their length using extra board pieces 37 × 147 mm with a 3 mm gap at each flange, with screws 6 × 160 mm, 4-8 pcs. per detail.

Detail 10

Notes:
1. Join the I-joist strapping beams to each other along their length using extra OSB pieces 12 mm with a 3 mm gap at each flange, with screws 3,8 × 41 mm, 4-6 pcs. per detail.
2. Fix the I-joist strapping beams to the support as shown in Detail 1.

Detail 11

Note:
Build the post base up from three boards 37 × 147 mm with screws 4,2 × 64 mm and fix it to the support with structural angles 105 × 105 × 90 mm and screws 3,5 × 41 mm.

Specification of frame elements and dry lumber for the floor at level +3,063

№ Name Thickness, m Height, m Element length, m No. of elements, pcs. Total board length required, m Total board length accepted, m No. of boards, pcs. V, m³
1 2Л1 (joist – I-beam) 0,038 0,241 6,976 2 13,952 – – –
2 2Л2 (joist – I-beam) 0,038 0,241 7,400 2 14,800 – – –
3 2Л3 (joist – I-beam) 0,038 0,241 5,500 2 11,000 – – –
4 2Л4 (joist – I-beam) 0,089 0,241 6,900 10 69,000 – – –
5 2Л5 (joist – I-beam) 0,089 0,241 3,488 24 83,712 – – –
6 2Л6 (joist – I-beam) 0,089 0,241 3,531 2 7,026 – – –
7 2Л7 (joist – I-beam) 0,089 0,241 2,108 5 10,540 – – –
8 2Л8 (joist – I-beam) 0,089 0,241 2,911 4 11,644 – – –
9 2Л9 (joist – I-beam) 0,089 0,241 1,656 1 1,656 – – –
10 2Л10 (joist – I-beam) 0,089 0,241 1,136 1 1,136 – – –
11 2Л11 (joist – I-beam) 0,089 0,241 0,559 25 13,975 – – –
12 2Л12 (joist – I-beam) 0,089 0,241 0,536 20 10,720 – – –
13 2Л13 (joist – I-beam) 0,089 0,241 0,508 3 1,524 – – –
14 2Л14 (joist – I-beam) 0,089 0,241 0,512 4 2,048 – – –
15 2Л15 (joist – I-beam) 0,089 0,241 0,409 1 0,409 – – –
16 2Л16 (joist – I-beam) 0,089 0,241 0,398 1 0,398 – – –
17 2Л17 (joist – I-beam) 0,089 0,241 0,460 1 0,460 – – –
18 2Л18 (joist – I-beam) 0,089 0,241 0,313 2 0,626 – – –
19 2Л19 (joist – I-beam) 0,089 0,241 0,382 1 0,382 – – –
20 Total 89 × 241 111 255,008 – – –
21 Board for OSB decking joints 0,037 0,1 – – 61,600 66 11 0,2442
22 Board for reinforcing I-joists 0,037 0,2 – – 1,000 6 1 0,0444
23 Board for reinforcing I-joists 0,037 0,15 – – 1,000 6 1 0,0333
24 Total 0,3219

Specification of OSB for the intermediate floor

№ Designation Name Thickness, m Width, m Length, m Qty, pcs. S, m² V, m³
1 OSB OSB decking 22 mm 0,022 2,500 1,250 29 90,6250 1,9938
2 Total 90,6250 1,9938

Fastener schedule for the intermediate floor

№ Name Qty, unit Alt. unit
1 Fastening angle 50 × 50 × 35 × 2,5 mm (reinforced) 4 pcs. –
2 OBR-Z timber support 25 × 140 × 76 mm (split, left + right = 1 pcs.) – –
3 Wood screws 3,8 × 41 mm 1590 pcs. 3,53 kg
4 Wood screws 6 × 80 mm 60 pcs. 0,57 kg
5 Wood screws 6 × 120 mm – –
6 Wood screws 6 × 160 mm 20 pcs. 0,37 kg
7 Nails 3,8 × 41 mm 1050 pcs. 4,55 kg