在加拿大
city Inspection report 是这样写的。我想问一下论坛大神，这到底是栏杆换成木就可以了吗？ 我们的permit是师傅在外面找个engineering firm出的。 他自己英文不好也不熟悉这些。 找engineering firm， 也找不到人。不知道有没有大神熟悉这个关于围栏的SB7 buidling Code。 有没有什么好建议？
Guards that do not meet the requirements of SB-7 shall be designed in accordance with article 9.8.8.2 of the Ontario building code.
Provide structural engineer review and or specifications of the installed guard system including hollow steel picket specifications and louver type wood wall used as a guard.
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你这个又贵又漂亮, 二楼有出口到deck吗？总共多少钱?
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能感觉到房东的痛苦，看来这么大的工程还是找本地的施工人员好，否则双方都头疼，或者走法律程序
会做与通过检查是2个概念
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railing post的code貌似改过。有的inspector很操蛋。这个以前肯定可以过
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你可以咨询一下网友豆壳儿，搜加拿大华人论坛或者no video都可以。
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也是为你安全着想。这么高掉下去可不得了
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THE ONTARIO BUILDING CODE | LOADS ON GUARDS
9.8.8.2. Loads on Guards
(1) Except as provided in Sentence (5), guards shall be designed to resist the specified loads prescribed in Table 9.8.8.2.
Table 9.8.8.2.
Specified Loads for Guards
Forming Part of Sentence 9.8.8.2.(1)
Item
Column 1
Column 2
Column 3
Column 4
Location of Guard
Minimum Specified Loads
Horizontal Load Applied Inward or Outward at any Point at the Minimum Required Height of the Guard
Horizontal Load Applied Inward or Outward on Elements Within the Guard, Including Solid panels and Pickets
Evenly Distributed Vertical Load Applied at the Top of the Guard
1.
Guards within dwelling units and exterior guards serving not more than 2 dwelling units
0.5 kN/m or concentrated load of 1.0 kN applied at any point(1)
0.5 kN applied over a maximum width of 300 mm and a height of 300 mm(2)
1.5 kN/m
2.
Guards serving access walkways to equipment platforms, contiguous stairs and similar areas
Concentrated load of 1.0 kN applied at any point
Concentrated load of 0.5 kN applied at any point on individual elements
1.5 kN/m
3.
All other guards
0.75 kN/m or concentrated load of 1.0 kN applied at any point(1)
Concentrated load of 0.5 kN applied at any point on individual elements
1.5 kN/m
Notes to Table 9.8.8.2.:
(1) The load that creates the most critical condition shall apply.
(2) See Sentence (2).
(2) Where the width and spacing of balusters in guards withindwelling units and in exterior guards serving not more than two dwelling units is such that three balusters can be engaged by a load imposed over a 300 mm width, the load shall be imposed so as to engage three balusters.
(3) None of the specified loads prescribed in Table 9.8.8.2. need be considered to act simultaneously.
(4) Forguards within dwelling unitsand for exterior guards serving not more than 2 dwelling units, Table 9.8.8.2. need not apply where the guard construction has been demonstrated to provide effective performance.
(5) Guards constructed in accordance with the requirements in MMAH Supplementary Standard SB-7, "Guards for Housing and Small buildings" shall be deemed to satisfy the requirements of Sentence (1).
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据我所理解：到达某个高度铁杆需要直接衔接到平台上。楼梯忽略
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