Internet Payment services are being enhanced. Receipt downloads are temporarily unavailable. For receipt requests, email SCDF_CSC@scdf.gov.sg with your SCDF reference number. Our team will assist you. We apologise for any inconvenience and thank you.

W.e.f. 1 Apr 2024 onwards, refresher training for Fire Station Emergency Medical Technicians will be enhanced and the In Camp Training period will be extended from 19 to 23 days. Please check with your Deputy Commander Fire Station or unit for more info.

W.e.f. 1 Jul 2024, SCDF will change its sender ID for NS Mobilisation matters from “91449746” to “80709995”. This follows the gov.sg SMS Sender ID announcement on 13 Jun 2024 and aims to help recipients recognise and authenticate SMSes from SCDF.

Please be informed that Bukit Batok Fire Station will not be hosting the weekly Saturday Fire Station Open House from 30 Sep 2023 to Feb 2025. Please refer to the list of other Fire Stations that are available for visits.

1

/

4

Clause 2.1 SS or NS Form Clause 2.2 Size of SS Clause 2.3 Wall And Slab Thickness of Thickness Of SS And NS Clause 2.4 Location of SS Clause 2.5 SS Door Clause 2.6 Fixtures in SS Clause 2.7 NS in SS Tower Clause 2.8 Finishes in SS Clause 2.9 Exit Staircase Clause 2.10 Door Recess Clause 2.11 Design Requirements of SS Clause 2.12 Design Requirements Of S/C SS and Scissor S/C SS

Hero banner for all pages except home page

Clause 2.7 NS in SS Tower

TRSS 2021

.PDF,

52.11MB
Search TRSS
search-icon
Include in Search
Clear All

Please enter a keyword to search

2.7.1 Aggregate Wall Height of NS

a. Several NS can be stacked one on top of the other within an SS tower, without the need for NS floor slab to be connected to external floor slab, provided that the aggregate wall height of the NS does not exceed 12m. Refer to FIGURE 2.7.1.

b. Aggregate wall height of NS refers to the sum of the height(s) of NS between two levels of the SS tower where the full external perimeter of the SS tower at those levels are structurally connected by floor slabs or tie beams to the structural frame of the building. Where tie beams are used, they shall be designed with at least equivalent stiffness to the floor slabs.

2.7.2 Shielded and Unshielded NS Walls

The relevant architectural technical requirements of the shielded or unshielded NS Walls as stipulated in Clause 3.3.3 & 3.3.4 shall be complied with.