Submitted Plans MCU11/0204

 

 

 

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Timber Schedule P
8
bl) sonia TT ype TIE OWN REQUIRED * 3
a
“itd Top Plate (RLW6.6 - TD 1.2) 3/45x90 HYNE Frame MGP12 Tie down is required to the | AS1684 8 6
Top Plate (RLW4.5-TD1.5) | S/45x90 HYNE Frame MGP12 eet Required Provided Reference
= Battens to trisses> >=: | 0.9x0.9x4/39 = "3.56 KN /1/75mm No 14 Type 17 screw with 50mm of penetration | Table 9.25 (d)

Common studs (3000mm) + _| 90x35 HYNE Frame MGP12

 

-| Trusses to top plate 6.6m, 6.6x0.9x2.44'= 12.71 KN /30x0,8mm Looped strap with 4/2.8mm dia nails each end] Table 9.22 (c)
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Common stucta (700mm). 80x35 HYNE Frame MGF19 Trusses to top plate-4.5m  4.5x0.9x2.44 .67 KN |30x0.8mm Looped strap with 4/2.8mm dia nails each end] 1 ale
Bottom Plate ** +. ‘| 35x90 HYNE Frame MGP1 | Top/plate to slab 6.6m =| 6,6x1.2x2.14 = 16.95 kN }1/M12 Cyclone rod every 1200irim “4 ‘ BAB (A: 3/o =
oO
NON LOAD BEARING MEMBERS “| 90/70x85 HYNE Frame MGP 10. ~ »+| Top plate to slab 4.5m . | 4.5x1.5x2.14'= 14.44 kN |1/M12 Cyclone rod every 1500mm - - | Table 9.19). |. 2 g =
aa = - C1 Column . ~> | 4,5x1.8x2.14 = 17.33 kN |4-N12 Vert bars cast into footings. 1/N12 Bolt to beam , a #
sJamb Studs (RLW6.6) C2 Column 4,3x2.4x2.14 = 22.08 kN |4-N16 Vert bars cast into footings. 1/N12 Bolt to beam 2/9
Oy)
4000 4180x46 HYNE Frame MGP12 Beam to Lintel "A" 4.3x1.8x2.14 = 16.56 kN |125x125x8 RSA Connection with 2/M16 Bolts each end la al Nia Q
3000 - 2100 3/90x45 HYNE Frame MGP12 . ne ka Rg & lu
1200 290x45 HYNE Frame MGP 12 iL (a & e =
4800 290x45 HYNE Frame MGP 12 <I S| i
Jamb Studs (RLW 4.5) IS S| wy
4000 3/90x45 HYNE Frame MGP12 I = —
2400 - 2100 - 1800 2190x45 HYNE Frame MGP12 iO
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