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The question

Which steel structures fall outside the Dubai Building Code, and what does this library hold for each of them?

Short answer

The Dubai Building Code does not apply to infrastructure such as road and rail bridges, antennas, masts, wind turbines and power stations; to marine structures such as piers, jetties and wharves; to oil and gas structures, including tanks; to tents, cranes, storage racks, scaffolding, formwork and falsework; or to structures with specific loading conditions such as stadia, grandstands, silos and chimneys.1 Part F applies to buildings and to structures or appurtenances connected to a building, and leaves out the structures listed in Part A that need special consideration of their characteristics, functions and environment.2 For most excluded types the held UAE material is about fire safety, permits and inspection rather than structural design: the UAE Fire and Life Safety Code sets rules for LPG tank supports, flammable-liquid tanks and piping, solar installations and event structures,34567 and Trakhees has permit rules for racking and mandatory structural inspections of storage tanks, silos and marine works.89 AISC 360 itself is written for buildings and for other structures designed, fabricated and erected like buildings.10 For bridges, masts, tanks, silos, pipe racks, marine structures, racks and ground-mounted solar structures, all excluded by A.5.1 or unclear under it, no governing UAE design document is held by this library.1

What the Code excludes, in its own words

The Dubai Building Code applies to new buildings and to changes to existing ones, and to the occupancies of Table A.2, which include factories and workshops under industrial use and warehouses under storage.11 It then lists what it does not apply to in five groups, each introduced with examples rather than as a closed list: (a) infrastructure, for example bridges for road or rail, tunnels, culverts, metro stations, hydraulic structures, utilities whether buried or overhead, power stations, antennas, masts, wind turbines and nuclear facilities; (b) marine structures, for example canals, dams, dikes, levees, piers, jetties and wharves; (c) oil and gas structures, for example petrochemical plants, refineries, LNG terminals, oil platforms and tanks; (d) a group given only by example, namely tents, cranes, storage racks, scaffolding, formwork and falsework; and (e) structures whose loading conditions are specific, for example stadia, grandstands, silos and chimneys.1

Part F, the structural Part, applies to the design and construction of buildings and of structures or appurtenances connected to a building. It states that it does not cover the structures listed in Part A that need special consideration of their characteristics, functions and environment.2

Practical consideration

Read the list by structure type, not by material: a steel pipe rack in a refinery falls under (c), a jetty under (b), a lattice mast under (a). Because the groups are examples, a type that is not named is not automatically inside the Code, nor automatically outside it. Three cases are unclear in our reading: a pedestrian footbridge, since only road and rail bridges are given as examples; a ground-mounted solar plant, which is not named but is arguably infrastructure like the power stations and utilities that are; and a mast or antenna frame fixed to a building roof, which is an excluded mast under (a) and arguably also an appurtenance connected to a building under F.4.1.12 Settle each with the Authority in writing before design starts.

Why these structures sit outside a building code

The Code’s own reason is in F.4.1: the excluded structures need special consideration because of their characteristics, functions and environment,2 and item (e) of A.5.1 describes its group by their specific loading conditions.1

AISC 360 is scoped the same way. It sets criteria for steel buildings and for other structures, which it defines as structures that are designed, fabricated and erected much as buildings are, with vertical and lateral load-resisting elements like those of a building. Where it refers to the applicable building code and there is none, loads, load combinations, system limitations and general design requirements are those of ASCE/SEI 7, and conditions it does not cover may be designed by tests or analysis, subject to the approval of the authority having jurisdiction.10 Its quality chapter states that it does not address quality control or assurance for tanks or pressure vessels, among other items.12

European practice, not a UAE requirement: a held JRC report on the Eurocodes lists Eurocode 3 in separate parts, with steel bridges, towers, masts and chimneys, silos, tanks and pipelines, and crane supporting structures each given their own part beside the general rules for buildings.13 None of those parts is held by this library or required by a held UAE document.

Practical consideration

In practice, a building code’s loads, limits and inspection regime are set for buildings. Designing an excluded structure to Part F and AISC 360 without the Authority’s written agreement leaves the design basis open to challenge.

Structure type, Code status and what to ask

ItemExample entryBasis
Road or rail bridgeDBC: excluded. Held UAE design document: none; the DM safety guide covers site safety on bridge projects. Ask: which bridge design manual, loading and approval route applyA.5.1 (a); DM guide 1-2
Footbridge or link bridgeDBC: unclear for a free-standing footbridge, since only road and rail bridges are given as examples of excluded infrastructure; Part C requires ramp or lift access and shade where a pedestrian bridge is on an accessible route; a link bridge connected to a building is under Part F in our reading. Ask: how a free-standing footbridge is treatedA.5.1 (a); C.5.3; F.4.1
Lattice tower or ground-mounted mastDBC: excluded for antennas and masts, which A.5.1 names; a lattice tower is read here as a mast (our reading). Held UAE design document: none. Ask: which design standard and approval route the authority and the telecom operator requireA.5.1 (a)
Antenna frame on a building roofDBC: antennas and masts excluded, yet Part G reserves rooftop space for mobile antennas and Part F covers appurtenances connected to a building. Ask: whether the frame is designed under Part FA.5.1 (a); F.4.1; G.11.4.4.2
Wind turbineDBC: excluded. Held UAE design document: none. Ask: design and certification routeA.5.1 (a)
Oil and gas storage tankDBC: excluded. Held: UAE FLSC acceptable test standards for atmospheric tanks; Trakhees inspects storage tanks. Ask: design standard for shell, roof and foundation, and Civil Defence approvalA.5.1 (c); FLSC Ch. 13, 6.1.4; Trakhees Circular 10 of 2024
Aboveground LPG tankDBC: tanks are among the examples of excluded oil and gas structures, and our search found no DBC structural clause for LPG tanks. Held: UAE FLSC rules for supports, foundations, wind and seismic. Ask: Civil Defence installation approval and the tank design standardA.5.1 (c); FLSC Table 11.5
Free-standing steel water tankDBC: status open; tanks are named only among oil and gas structures, and a water tank not connected to a building is not addressed. Held: Trakhees inspects storage tanks in its areas; no design document. Ask: whether the Code applies and which tank design standard is acceptedA.5.1 (c); F.4.1; Trakhees Circular 10 of 2024
Water tank or pool carried by a buildingDBC: the supporting structure is Part F, with pool tanks designed for the maximum retained head and 0.5% damping for sloshing. Ask: the design standard for a steel tank shell, if one is usedF.7.5 (c); F.7.13.12
SiloDBC: excluded. Held: Trakhees inspects silos in its areas; no design document. Ask: design standard and approval routeA.5.1 (e); Trakhees Circular 10 of 2024
Free-standing chimney or stackDBC: excluded; Part H covers vents and chimneys serving fuel-burning appliances, including factory-built, masonry and metal chimneys, but gives no structural design basis for a stack. Held UAE structural document: none. Ask: design standardA.5.1 (e); H.4.12.18
Pressure vessel in a buildingDBC: Part H requires pressure vessels to comply with the ASME Boiler and Pressure Vessel Code (not held), carry an approved agency's label and be installed to the manufacturer's instructions. Ask: who designs the supports and anchorageH.4.13.8
Pipe rack in an oil, gas or petrochemical plantDBC: excluded. Held: UAE FLSC piping rules for flammable and combustible liquids. Ask: the design standard for the rack and the load schedule from the piping designerA.5.1 (c); FLSC Table 13.1 item 6
Pipe or duct support inside a buildingDBC: Part F; the Engineer designs the structure supporting MEP equipment. Ask: loads and positions from the MEP designerF.7.5 (d)
Jetty, pier or pontoonDBC: excluded for piers, jetties and wharves; a pontoon is not named in A.5.1, so confirm its status with the authority. Held: Trakhees marine works checklist, COC for marine construction and work-over-water rules; no design document. Ask: design standard, loads and the approval routeA.5.1 (b); Trakhees CF01z; CS-4.0 4.3.1 and 4.17
Offshore oil platformDBC: excluded. Held UAE design document: none. Ask: design and certification routeA.5.1 (c)
Steel building near the seaDBC: applies; durability for the project environment and BS EN 12944 coatings as a minimum (not held). Ask: the corrosivity basis and coating life to specifyF.5.6
Rooftop or facade solarDBC: PV follows UAE FLSC Chapter 14 and DEWA Shams Dubai rules; the frame is an appurtenance connected to a building in our reading. Held: DBC and FLSC fire rules; no wind basis for PV frames. Ask: the wind design basis for the mounting frameE.10.10; G.6.1; F.4.1; FLSC Table 14.2
Ground-mounted solar plantDBC: unclear; solar plants are not among the examples, but a plant is arguably infrastructure like the power stations and utilities that are. Held: UAE FLSC fire access rules. Ask: whether the Code applies, and which document governs the structure and its wind basisA.5.1 (a); FLSC Table 14.2
Storage rackingDBC: excluded; rack point loads on a Code floor are Part F. Held: UAE FLSC rack clearances; Trakhees facility permit for minor racking. Ask: the rack design standard the authority acceptsA.5.1 (d); F.7.5 (a); FLSC Table 3.35; Trakhees CP-01
Rack-supported platform, mezzanine on racking or rack-clad buildingDBC: not addressed. Held: Trakhees refers to a racking-without-mezzanine circular that is not held. Ask: whether the platform or building is designed under Part FA.5.1 (d); Trakhees CP-01 section 8
Crane runway in a buildingDBC: cranes excluded, but in our reading the runway girders, brackets and their supports are building structure; Part F names crane girders among the features that set deflection limits; Trakhees inspects crane runway girders in its steel framing checklist. Ask: confirm the split between the crane supplier and the building designerA.5.1 (d); F.8.3.1; Trakhees CF01ab item 19
Tent, stage or grandstandDBC: excluded for tents and grandstands; a stage is not named in A.5.1, so confirm its status with the authority. Held: UAE FLSC event organiser rules; possibly the Trakhees temporary facility submission (our inference). Ask: design basis and permit routeA.5.1 (d) and (e); FLSC Table 18.19; Trakhees CP-01
Canopy fixed to a buildingDBC: Part F as an appurtenance connected to a building; a free-standing canopy is not stated. Ask: confirm the free-standing caseF.4.1
Illustration: structure type, Dubai Building Code status, held UAE document and the question for the authority (our example)

Our example, built from the clauses cited in this guide. The DBC status column is our reading of A.5.1 and F.4.1;12 the held-document column summarises the UAE Fire and Life Safety Code,1435467 Trakhees procedures, circulars and checklists8915161718 and the DBC clauses that touch each type.19202122232425262728 Where a cell says none, no governing UAE document for that type is held by this library.

Bridges and footbridges

Road and rail bridges are excluded by A.5.1 (a).1 The Code does deal with a pedestrian bridge that forms part of an accessible route: it has to be reachable by ramp or lift, to the Part C provisions, and it has to shade its users.19 A bridge connected to a building, such as a link bridge between two blocks, is a structure connected to a building in the sense of F.4.1.2 The Dubai Municipality construction-safety guide counts bridges among the projects it applies to.29 In Trakhees areas, Circular 10 of 2024 lists all types of beams among the items needing a structural inspection; the Arabic text uses a word that can also mean bridges, so whether bridges are meant is not clear.9

No governing UAE document for bridge design is held by this library. The Code’s Table F.1 does recommend a minimum design life of 10 to 25 years for replaceable structural parts such as bearings, but that table is written for the structures Part F covers.30 AISC 360 is scoped to buildings and building-like structures.10

Practical consideration

So this library cannot say how bridge loading, fatigue, bearings or inspection differ from building rules in the UAE. For a road or rail bridge, or a public footbridge over a road, obtain the relevant roads or transport authority’s bridge design manual and its approval procedure before design starts. For a link bridge between buildings, agree with the Authority that Part F applies, and treat vibration, movement at the supports and the building separation as design issues from the start.

Towers, masts and wind turbines

Antennas, masts and wind turbines are excluded by A.5.1 (a).1 Part G of the Code deals with mobile network services, not with the mast structure. It requires a rooftop mobile room on all multi-tenant buildings and separately requires rooftop space for mobile antennas. The Developer determines the need for the room, its rooftop position and the antenna arrangement during early consultation with the mobile network operators; on sites with multiple buildings, that consultation determines which buildings require a room. Antennas are typically positioned at building corners or on raised rooftop structures.26

No governing UAE document for the structural design of lattice towers, masts or wind turbines is held by this library.

Practical consideration

The building that carries a rooftop antenna frame is a Part F building, so the frame’s reactions are loads on a Code structure whatever code the frame itself is designed to. For a free-standing tower or mast, ask the authority and the telecom operator which design standard, wind basis and approval route they require, and obtain that document before sizing members.

Tanks, silos, chimneys and pressure vessels

Tanks appear in A.5.1 (c) among oil and gas structures, and silos and chimneys in (e) among structures with specific loading conditions.1 The Code still deals with liquid inside buildings: pool tanks and other areas liable to flooding are designed for at least the maximum retained head of water,22 and a damping value of 0.5% is used for the convective, or sloshing, part of the response of tanks and pools in seismic analysis.23 Part H requires every pressure vessel to comply with the ASME Boiler and Pressure Vessel Code, carry the label of an approved agency and be installed to the manufacturer’s instructions.28 The chimneys Part H deals with serve fuel-burning appliances: each appliance discharges to a vent, a factory-built chimney or a masonry chimney designed for that appliance; factory-built chimneys are approved by the Authority and installed to the manufacturer’s instructions; and metal chimneys are built and installed to NFPA 211.27

The UAE Fire and Life Safety Code sets structural requirements for aboveground LPG tanks: they sit on non-combustible supports on concrete or masonry foundations, the foundations and supports withstand the loaded tank weight, wind and seismic loads, saddles allow for expansion and contraction and prevent an excessive concentration of stress, supports are protected against corrosion, and tanks are not stacked. The same table places aboveground LPG tanks on the ground, outdoors and open to the sky, yet also asks for the container to be secured to the building structure; the held text does not explain how both apply.3 For flammable and combustible liquids, the fire code's Chapter 13 lists acceptable test standards for atmospheric tanks, including API 650, UL 142 and BS EN 14015, without edition years because the latest edition is intended, and requires the materials and products referred to in that chapter to be listed, approved and registered by the Civil Defence Material Approval Department.4

In Trakhees areas, all types of storage tanks and silos are on the list of items needing a structural inspection before concrete or further works, and the list covers marine and infrastructure works as well as buildings.9

Practical consideration

The fire code’s list of tank standards is a Civil Defence approval list for tanks holding flammable or combustible liquids; it is not a structural design basis for a water tank, a silo or a process vessel, and none of those standards is held here. Nor is Part H a structural basis for a free-standing stack. No governing UAE document for the structural design of steel tanks, silos or free-standing chimneys is held by this library. Ask the authority, and Civil Defence where flammable liquids are stored, which design standard they accept for the shell, the roof, the supports and the foundation.

Pipe racks and pipe supports

Oil and gas structures, including petrochemical facilities and refineries, and buried and overhead utilities are excluded by A.5.1 (a) and (c).1 Inside a Code building, the Engineer designs the supporting structure for the loads of the mechanical, electrical and plumbing equipment in its designated areas and along the equipment access route.22

For flammable and combustible liquids, the UAE Fire and Life Safety Code requires the design, fabrication, assembly, testing and inspection of piping to suit its working pressures and structural stresses, requires pressure-containing parts to comply with ASME B31, requires piping to be supported and protected against damage and against stresses from settlement, vibration, expansion and contraction, and requires load-bearing pipe supports in areas of high fire exposure to be protected by fire-resistive construction, fire-resistant coatings or water spray systems, in accordance with API 2218.5

Practical consideration

The held sources therefore put the pressure-containing pipe under the piping code and ask for the supports to be protected, but none of them draws the line between the piping designer and the structural designer. No governing UAE document for pipe rack structural design is held by this library. Agree the interface in writing: which party designs guides, anchors and shoes, and the load schedule (weights, friction, anchor and thermal loads and their combinations) that the piping designer hands to the rack designer. Obtain the process owner’s structural and piping design specifications and the authority’s requirements before sizing the rack.

Marine and offshore structures, and buildings near the sea

Marine structures such as piers, jetties and wharves are excluded by A.5.1 (b), and oil platforms by (c).1 In Trakhees areas, the main contractor must apply for a separate Certificate of Conformity for the marine construction activities the Trakhees matrix specifies,17 and where work on or over water carries a risk of falling into water and drowning, a full and detailed risk assessment is needed: the main contractor may not rely solely on workers being able to swim;18 where life rings are provided, each has a 30 m line and they are no more than 60 m apart; every worker is provided with a life jacket fitted with a whistle and emergency light; and nobody works alone.31 The Trakhees marine works checklist states that pontoons (piers) and what it prints as ‘floating proverbs’, an unclear term this guide does not interpret, should be submitted for inspection at four stages: before work starts, at 50% of pontoon fabrication in the yard, at 50% installation and at completion.15 It requires NOCs including one from the RTA, checks items such as pile coatings and cathodic protection,32 and checks mooring, gangway, bolted connections, jetty deck and handrails against the approved drawings and specification.33

For a building near the sea the Code still applies. All elements are detailed and specified to achieve the design life in the project’s environment; the steelwork specification states steel grades and protective paint systems durable and compatible with Dubai’s climate, with coatings to BS EN 12944 as a minimum and extra requirements for ultraviolet resistance; and the inspection and maintenance requirements and the expected coating life are stated.21 AISC 360 states that its fatigue resistances are applicable to structures with suitable corrosion protection or subject only to mildly corrosive atmospheres.34

Practical consideration

No governing UAE document for the structural design of jetties, piers, pontoons, quay structures or offshore platforms is held by this library, and BS EN 12944 is not held, so corrosivity categories and coating systems are not stated. For a marine structure, obtain the port or marine authority’s design criteria and approval route; for a coastal building, write the corrosivity basis and coating life into the basis of design.

Solar mounting structures

Photovoltaic cells or panels on roofs or façades conform to Section 2.2 of Chapter 14 of the UAE Fire and Life Safety Code, and panels attached to or integrated with the façade are also tested to Section 4 of its Chapter 1.20 Solar PV generation is grid-connected to DEWA, subject to DEWA approval and the DEWA Shams Dubai regulations, which the Code says form an integral part of it.25

The fire code requires PV on façades not to reduce the structural integrity or fire resistance rating of the exterior walls, an access path at least 1.2 m wide around installations on roofs or at commercial generation scale, and 6 m of clear fire access around and between arrays at ground-mounted commercial plants.6

Practical consideration

A rooftop mounting frame fixed to a building is, in our reading, an appurtenance connected to a building under F.4.1,2 so the roof has to carry its reactions under Part F. No held UAE document states the wind loads on the panels and their mounting frames. Part F bases wind design on ASCE/SEI 7-16 with the Code’s Dubai rules,35 but that standard is not held, so this library cannot say which of its provisions apply to PV frames. For a ground-mounted plant, whether the Code applies is unclear: solar plants are not among the examples in A.5.1, but a plant is arguably infrastructure like the power stations and utilities that are.1 Ask the Authority and DEWA which document governs the structure and which wind basis to use.

Storage racking and rack-supported structures

Storage racks are excluded by A.5.1 (d),1 while the warehouse around them is a Code building.11 Under F.7.5, concentrated live loads from objects that create significant point loads, storage racks among them, are evaluated on the floor.22 The UAE Fire and Life Safety Code requires racks and shelving in storage occupancies to stand 1200 mm clear of the structure walls, with at least 915 mm between racks.14

In Trakhees areas, racking or shelving installed in an existing facility after the building completion certificate needs a Civil Engineering Department facility permit, under Circular CEDGR-85 of 14 May 2019, to begin installation without a modification completion certificate,36 and that facility-permit route covers only minor racking up to 3.5 m high with a layout area of at most 250 m².8 The same procedure lists CED racking without mezzanine under Circular 75318/2010/MAS among its references.37

Practical consideration

Trakhees also publishes an online service page for new racking and shelving installations. The library holds it only as a web page without page numbers, so it is not cited here and its content is not relied on. Circulars CEDGR-85 and 75318/2010/MAS are not held. No rack design standard is held by this library or named by a held UAE document, so beam and upright capacities, frame bracing, forklift impact and floor-tolerance rules are not stated. Ask the authority which rack design standard it accepts, and for racking outside the minor-racking limits, which permit route applies. The Trakhees marine checklist’s ‘racking piles’ for a rigged mooring dolphin33 appear to be raked marine piles, not storage racks, and are covered with marine structures.

Tents, grandstands and other temporary structures

Tents, cranes, scaffolding, formwork and falsework are excluded by A.5.1 (d), and stadia and grandstands by (e).1 The UAE Fire and Life Safety Code makes the event organiser responsible for having tents, stages, grandstands, seating and platforms installed by experienced professionals, and for submitting suppliers’ material test certificates for tents, pre-engineered grandstands and kiosks to Civil Defence with the permit application.7 In Trakhees areas, the modification-permit procedure provides a Temporary Facility submission, made through CPR with the documents and drawings its application form lists, with revisions to approved drawings resubmitted; insurance may be requested for such submissions.38

Practical consideration

The Trakhees procedure does not define a temporary facility or expand CPR, so that tents, stages or grandstands go through this route is our inference; confirm it with Trakhees. No governing UAE document for the structural design of tents, stages or grandstands is held by this library.

Mixed cases: where an excluded structure meets a building

Practical consideration

Rack-supported platform or rack-clad building. The Code excludes storage racks but covers warehouses,111 and it does not say what happens when the racking carries a roof, cladding or a walkway people use. Once it does, it is doing a building’s job; agree in writing whether Part F, a rack standard or both apply.

Practical consideration

Mezzanine on racking. Trakhees distinguishes racking without a mezzanine in its references, through a circular this library does not hold.37 A floor people walk and work on is, in our reading, a building floor, so expect Part F loads, access and fire rules to apply to it even when racking holds it up; confirm with the Authority.

Practical consideration

Canopy on a building. A canopy fixed to a building is a structure connected to a building under F.4.1 and is designed under Part F; F.4.1 sends villas and townhouses to Part K, which on our reading includes their attached canopies.2

Practical consideration

Crane in a building. A.5.1 (d) excludes cranes,1 but in our reading the runway girders, brackets, crane columns and their bracing are part of the building structure: Part F names crane girders among the features whose project-specific requirements set deflection limits,24 and the Trakhees steel framing checklist inspects crane runway girders, their dimensions and installation against the approved drawings.16 The guide ‘Crane runways in Dubai steel buildings: what the building structure has to provide’ covers the runway.

Practical consideration

Tank, antenna or solar frame on a roof. The roof and its supports are Part F structure and carry the item’s reactions, even when the item itself sits under another document: a pool tank for its retained head, a pressure vessel under the ASME code the Code names, PV under the fire code and DEWA.22282025

What to ask for and obtain before design

Questions to settle before designing a structure outside the Code

  • Written confirmation from the Authority that the structure is outside the Dubai Building Code, or which Parts still apply
  • The design document the Authority accepts for the structure type, by title and edition
  • Bridge: the roads or transport authority’s bridge design manual and approval procedure
  • Tower or mast: the authority’s and telecom operator’s structural requirements and wind basis
  • Tank, silo or chimney: the shell and support design standard accepted by the authority, and Civil Defence approval for flammable liquids
  • Pipe rack: the process owner’s structural and piping specifications and the piping load schedule
  • Marine structure: the port or marine authority’s design criteria, loads and approval route
  • Solar frame: the wind design basis for panels and frames, and DEWA and Civil Defence requirements
  • Racking: the rack design standard the authority accepts and the permit route for the rack size
  • Event structure: the permit route and who certifies the structure
  • The loads the excluded structure puts on any Code building that carries it

A working list for a junior engineer. It is not an approval checklist.

Scope and limits

Practical consideration

Scope statements are from the 2021 edition of the Dubai Building Code, the 2018 UAE Fire and Life Safety Code, ANSI/AISC 360-16 and the Trakhees documents cited, as read on the check date; later amendments were not audited. No governing UAE design document is held for bridges, towers and masts, wind turbines, tanks, silos, free-standing chimneys, pipe racks, marine or offshore structures, storage racks or ground-mounted solar structures. Standards named by the held sources, such as the ASME Boiler and Pressure Vessel Code, ASME B31, API 650, UL 142, BS EN 14015, API 2218, NFPA 211 and the Eurocode 3 parts, are not held and their contents are not stated. Every search of the held A, F and M documents behind this guide is recorded in its source review. Two printing problems were found: A.5.1 (b) prints ‘levies’ where levees are meant,1 and the Trakhees marine checklist prints the unclear term ‘floating proverbs’, which this guide quotes but does not interpret.15 Two further oddities are noted where they arise: the LPG tank table’s instruction to secure a ground-mounted container to the building structure,3 and the Arabic item G of Trakhees Circular 10 of 2024.9 This guide is not a design basis or an approval for any structure.

Questions this guide answers

Source notes

Numbered notes point to the exact section and physical PDF page. Page numbers are the PDF viewer’s page, which can differ from the number printed on the page. Sources checked 25 September 2026. These notes support the statements; they are not a substitute for reading the current document for a project.

  1. Dubai Building Code, 2021 Edition. Government of Dubai; official copy hosted by Dubai Development Authority. Part A, A.5.1 General, continuation: structures to which the DBC does not apply, items (a) to (e) (printed page A10), PDF page 12. Open the publisher PDF at page 12 (opens in a new tab) ↩ ↩ ↩ ↩ ↩ ↩ ↩ ↩ ↩ ↩ ↩ ↩ ↩ ↩ ↩ ↩ ↩

  2. Dubai Building Code, 2021 Edition. Government of Dubai; official copy hosted by Dubai Development Authority. Part F, F.4.1 Application (printed page F11), PDF page 337. Open the publisher PDF at page 337 (opens in a new tab) ↩ ↩ ↩ ↩ ↩ ↩ ↩ ↩

  3. UAE Fire and Life Safety Code of Practice, September 2018 (the edition offered on the publisher page when checked). UAE Ministry of Interior, General Command of Civil Defence; distributed by Dubai Civil Defence. UAE Fire and Life Safety Code 2018, Chapter 11, 2.5.3 Aboveground LPG tank installation, Table 11.5 (page 905 of 1348), PDF page 905. Open the publisher PDF at page 905 (opens in a new tab) ↩ ↩ ↩ ↩

  4. UAE Fire and Life Safety Code of Practice, September 2018 (the edition offered on the publisher page when checked). UAE Ministry of Interior, General Command of Civil Defence; distributed by Dubai Civil Defence. UAE Fire and Life Safety Code 2018, Chapter 13, 6.1 Acceptable test standards, 6.1.1, 6.1.2 and 6.1.4 Atmospheric tanks (page 1047 of 1348), PDF page 1047. Open the publisher PDF at page 1047 (opens in a new tab) ↩ ↩ ↩

  5. UAE Fire and Life Safety Code of Practice, September 2018 (the edition offered on the publisher page when checked). UAE Ministry of Interior, General Command of Civil Defence; distributed by Dubai Civil Defence. UAE Fire and Life Safety Code 2018, Chapter 13, Table 13.1 General requirements for flammable and combustible liquid storage, item 6 Piping (page 994 of 1348), PDF page 994. Open the publisher PDF at page 994 (opens in a new tab) ↩ ↩ ↩

  6. UAE Fire and Life Safety Code of Practice, September 2018 (the edition offered on the publisher page when checked). UAE Ministry of Interior, General Command of Civil Defence; distributed by Dubai Civil Defence. UAE Fire and Life Safety Code 2018, Chapter 14, 2.2.3 Solar power generation systems, Table 14.2 items 1 and 2 (page 1069 of 1348), PDF page 1069. Open the publisher PDF at page 1069 (opens in a new tab) ↩ ↩ ↩

  7. UAE Fire and Life Safety Code of Practice, September 2018 (the edition offered on the publisher page when checked). UAE Ministry of Interior, General Command of Civil Defence; distributed by Dubai Civil Defence. UAE Fire and Life Safety Code 2018, Chapter 18, 2.21 Event organizer’s responsibilities, Table 18.19 item 6 Structure (page 1225 of 1348), PDF page 1225. Open the publisher PDF at page 1225 (opens in a new tab) ↩ ↩ ↩

  8. PCFC-TRK-CED-MF-CP-01, Client Procedure for obtaining Modification Permits, Rev. 02 / September 2024 (cover visually inspected). Ports, Customs and Free Zone Corporation (PCFC), Department of Planning and Development - Trakhees. Trakhees PCFC-TRK-CED-MF-CP-01 Rev. 02, 4.4 note for minor racking/shelving and machinery installation (page 9 of 15), PDF page 9. Open the publisher PDF at page 9 (opens in a new tab) ↩ ↩ ↩

  9. Circular 10-24 Mandatory Structural Site Inspections, 24 April 2024; Circular No. (10) of 2024. Ports, Customs and Free Zone Corporation (PCFC), Department of Planning and Development - Trakhees. Trakhees Circular No. (10) of 2024, Mandatory structural site inspections, scope and items A to I (page 1), PDF page 1. Open the publisher PDF at page 1 (opens in a new tab) ↩ ↩ ↩ ↩ ↩

  10. Specification for Structural Steel Buildings (ANSI/AISC 360-16), ANSI/AISC 360-16, July 7, 2016. American Institute of Steel Construction (AISC). ANSI/AISC 360-16 Chapter A, A1 Scope, printed page 16.1-1. Publisher page (opens in a new tab) ↩ ↩ ↩

  11. Dubai Building Code, 2021 Edition. Government of Dubai; official copy hosted by Dubai Development Authority. Part A, A.5.1 General, Table A.1 and Table A.2 Occupancies and use types (printed page A9), PDF page 11. Open the publisher PDF at page 11 (opens in a new tab) ↩ ↩ ↩

  12. Specification for Structural Steel Buildings (ANSI/AISC 360-16), ANSI/AISC 360-16, July 7, 2016. American Institute of Steel Construction (AISC). ANSI/AISC 360-16 Chapter N, introduction and user note on items not addressed, printed page 16.1-172. Publisher page (opens in a new tab) ↩

  13. Eurocodes: Background & Applications - Design of Steel Buildings, Worked Examples, 2015, EUR 27346 EN / JRC96658. European Commission Joint Research Centre / Publications Office of the European Union. JRC report EUR 27346, chapter Design of steel structures (L. Simões da Silva and R. Simões), list of EN 1993 parts (printed page 4 of the chapter), PDF page 20. Open the publisher PDF at page 20 (opens in a new tab) ↩

  14. UAE Fire and Life Safety Code of Practice, September 2018 (the edition offered on the publisher page when checked). UAE Ministry of Interior, General Command of Civil Defence; distributed by Dubai Civil Defence. UAE Fire and Life Safety Code 2018, Chapter 3, 5.14 Storage (warehouse, logistics), Table 3.35 item 6 (page 336 of 1348), PDF page 336. Open the publisher PDF at page 336 (opens in a new tab) ↩ ↩

  15. Checklists for Structural Inspections, Collection listed February 2023; each checklist cited by page (for example steel structures framing TRK-CED-IC-CF01r, Rev. 01, and TRK-CED-IC-CF01ab, Rev. 00, both August 2019). Ports, Customs and Free Zone Corporation (PCFC), Trakhees. Trakhees checklist TRK-CED-IC-CF01z Marine works, inspection stages and documentation (page 1 of 3), PDF page 74. Open the publisher PDF at page 74 (opens in a new tab) ↩ ↩ ↩

  16. Checklists for Structural Inspections, Collection listed February 2023; each checklist cited by page (for example steel structures framing TRK-CED-IC-CF01r, Rev. 01, and TRK-CED-IC-CF01ab, Rev. 00, both August 2019). Ports, Customs and Free Zone Corporation (PCFC), Trakhees. Trakhees checklist TRK-CED-IC-CF01ab Steel structure framing, site observation 19 crane runway girder (page 3 of 3), PDF page 81. Open the publisher PDF at page 81 (opens in a new tab) ↩ ↩

  17. Regulation CS-4.0, Construction Safety Regulations, PCFC-TRK-CED-CS-REG-04; Rev. 02 / November 2018, from official indexed PDF. PCFC / Trakhees Civil Engineering Department. Trakhees Regulation CS-4.0 Rev. 02, 4.3.1 General requirements for COC (page 7 of 73), PDF page 7. Open the publisher PDF at page 7 (opens in a new tab) ↩ ↩

  18. Regulation CS-4.0, Construction Safety Regulations, PCFC-TRK-CED-CS-REG-04; Rev. 02 / November 2018, from official indexed PDF. PCFC / Trakhees Civil Engineering Department. Trakhees Regulation CS-4.0, 4.17 Work on or over water, 4.17.1 and 4.17.2 item 1 (page 37 of 73), PDF page 37. Open the publisher PDF at page 37 (opens in a new tab) ↩ ↩

  19. Dubai Building Code, 2021 Edition. Government of Dubai; official copy hosted by Dubai Development Authority. Part C, C.5.3 External accessible routes, pedestrian bridges (printed page C11), PDF page 161. Open the publisher PDF at page 161 (opens in a new tab) ↩ ↩

  20. Dubai Building Code, 2021 Edition. Government of Dubai; official copy hosted by Dubai Development Authority. Part E, E.10.10 Solar panels (printed page E29), PDF page 324. Open the publisher PDF at page 324 (opens in a new tab) ↩ ↩ ↩

  21. Dubai Building Code, 2021 Edition. Government of Dubai; official copy hosted by Dubai Development Authority. Part F, F.5.6 Durability, F.5.6.1 General to F.5.6.3 Steelwork structures (printed page F16), PDF page 342. Open the publisher PDF at page 342 (opens in a new tab) ↩ ↩

  22. Dubai Building Code, 2021 Edition. Government of Dubai; official copy hosted by Dubai Development Authority. Part F, F.7.5 Live loads, items a to d (printed page F34), PDF page 360. Open the publisher PDF at page 360 (opens in a new tab) ↩ ↩ ↩ ↩ ↩

  23. Dubai Building Code, 2021 Edition. Government of Dubai; official copy hosted by Dubai Development Authority. Part F, F.7.13.12 Damping (printed page F42), PDF page 368. Open the publisher PDF at page 368 (opens in a new tab) ↩ ↩

  24. Dubai Building Code, 2021 Edition. Government of Dubai; official copy hosted by Dubai Development Authority. Part F, F.8.3.1 Deflection control, general (printed page F44), PDF page 370. Open the publisher PDF at page 370 (opens in a new tab) ↩ ↩

  25. Dubai Building Code, 2021 Edition. Government of Dubai; official copy hosted by Dubai Development Authority. Part G, G.6.1 Renewable energy, general (printed page G73), PDF page 475. Open the publisher PDF at page 475 (opens in a new tab) ↩ ↩ ↩

  26. Dubai Building Code, 2021 Edition. Government of Dubai; official copy hosted by Dubai Development Authority. Part G, G.11.4.4.2 Rooftop mobile rooms (printed page G124), PDF page 526. Open the publisher PDF at page 526 (opens in a new tab) ↩ ↩

  27. Dubai Building Code, 2021 Edition. Government of Dubai; official copy hosted by Dubai Development Authority. Part H, H.4.12.18 Chimneys and vents (printed page H34), PDF page 581. Open the publisher PDF at page 581 (opens in a new tab) ↩ ↩

  28. Dubai Building Code, 2021 Edition. Government of Dubai; official copy hosted by Dubai Development Authority. Part H, H.4.13.8 Pressure vessels (printed page H36), PDF page 583. Open the publisher PDF at page 583 (opens in a new tab) ↩ ↩ ↩

  29. Safety Guide for Construction Works in the Emirate of Dubai, Publisher page dated 15 July 2026; no numbered edition on the cover. Dubai Municipality. DM Safety Guide for Construction Works, Chapter 1, 1-2 Application (page 8), PDF page 8. Open the publisher PDF at page 8 (opens in a new tab) ↩

  30. Dubai Building Code, 2021 Edition. Government of Dubai; official copy hosted by Dubai Development Authority. Part F, F.5.2 Design life and Table F.1 Recommended minimum design life (printed page F13), PDF page 339. Open the publisher PDF at page 339 (opens in a new tab) ↩

  31. Regulation CS-4.0, Construction Safety Regulations, PCFC-TRK-CED-CS-REG-04; Rev. 02 / November 2018, from official indexed PDF. PCFC / Trakhees Civil Engineering Department. Trakhees Regulation CS-4.0, 4.17.2 items 2 to 6 and training (page 38 of 73), PDF page 38. Open the publisher PDF at page 38 (opens in a new tab) ↩

  32. Checklists for Structural Inspections, Collection listed February 2023; each checklist cited by page (for example steel structures framing TRK-CED-IC-CF01r, Rev. 01, and TRK-CED-IC-CF01ab, Rev. 00, both August 2019). Ports, Customs and Free Zone Corporation (PCFC), Trakhees. Trakhees checklist TRK-CED-IC-CF01z Marine works, documentation items 10 and 11 and site observations 1 to 8 (page 2 of 3), PDF page 75. Open the publisher PDF at page 75 (opens in a new tab) ↩

  33. Checklists for Structural Inspections, Collection listed February 2023; each checklist cited by page (for example steel structures framing TRK-CED-IC-CF01r, Rev. 01, and TRK-CED-IC-CF01ab, Rev. 00, both August 2019). Ports, Customs and Free Zone Corporation (PCFC), Trakhees. Trakhees checklist TRK-CED-IC-CF01z Marine works, site observations 10 to 19 (page 3 of 3), PDF page 76. Open the publisher PDF at page 76 (opens in a new tab) ↩ ↩

  34. Specification for Structural Steel Buildings (ANSI/AISC 360-16), ANSI/AISC 360-16, July 7, 2016. American Institute of Steel Construction (AISC). ANSI/AISC 360-16 Appendix 3, 3.1 General provisions (fatigue), printed page 16.1-196. Publisher page (opens in a new tab) ↩

  35. Dubai Building Code, 2021 Edition. Government of Dubai; official copy hosted by Dubai Development Authority. Part F, F.7.12.1 Design basis (wind) (printed page F37), PDF page 363. Open the publisher PDF at page 363 (opens in a new tab) ↩

  36. PCFC-TRK-CED-MF-CP-01, Client Procedure for obtaining Modification Permits, Rev. 02 / September 2024 (cover visually inspected). Ports, Customs and Free Zone Corporation (PCFC), Department of Planning and Development - Trakhees. Trakhees PCFC-TRK-CED-MF-CP-01 Rev. 02, note on minor racking/shelving and machinery installation (page 5 of 15), PDF page 5. Open the publisher PDF at page 5 (opens in a new tab) ↩

  37. PCFC-TRK-CED-MF-CP-01, Client Procedure for obtaining Modification Permits, Rev. 02 / September 2024 (cover visually inspected). Ports, Customs and Free Zone Corporation (PCFC), Department of Planning and Development - Trakhees. Trakhees PCFC-TRK-CED-MF-CP-01 Rev. 02, 8 Applicable references and regulations, continued (page 14 of 15), PDF page 14. Open the publisher PDF at page 14 (opens in a new tab) ↩ ↩

  38. PCFC-TRK-CED-MF-CP-01, Client Procedure for obtaining Modification Permits, Rev. 02 / September 2024 (cover visually inspected). Ports, Customs and Free Zone Corporation (PCFC), Department of Planning and Development - Trakhees. Trakhees PCFC-TRK-CED-MF-CP-01 Rev. 02, Temporary facility (new or revision) and CAR insurance note (page 6 of 15), PDF page 6. Open the publisher PDF at page 6 (opens in a new tab) ↩