SlideShare a Scribd company logo
1 of 50
SHEDSAFE SHED 
SPECIFICATION MODULE 
2014-15
INTRODUCTION 
ShedSafe is an independent third party 
accreditation program that covers engineering 
design , documentation and building specification 
for cold formed steel portal frame sheds. 
ShedSafe provides Accreditation, for both 
manufacturers and shed sellers. 
A shed seller can only qualify if they sell sheds 
supplied by an ShedSafe accredited 
manufacturer as listed on the ShedSafe website 
www.ShedSafe.com.au
INTRODUCTION 
Does completing this module mean your 
business is ShedSafe Accredited? 
 No. Shed sellers apply for ShedSafe 
Accreditation by completing the online 
application form, reviewing this Specification 
Module, and successfully completing the 
Building Specification Questionnaire. 
 ShedSafe Accreditation approval is subject to 
the program Terms and Conditions, including 
payment of annual fees and complying by the 
program style guide.
DISCLAIMER 
Every effor t has been made and al l reasonable care taken to ensure 
the accuracy of the mater ial contained in this module. However, to 
the extent permi t ted by law, the Authors, Edi tors and Publ ishers of 
this Program: (a) wi l l not be held l iable or responsible in any way; 
and (b) expressly disclaim any l iabi l i ty or responsibi l i ty for any loss 
or damage costs or expenses incur red in connect ion wi th this 
Program by any person, whether that person is the purchaser of this 
Program or not . Wi thout l imi tat ion, this includes loss, damage, 
costs and expenses incur red as a resul t of the negl igence of the 
Authors, Edi tors or Publ ishers. Should exper t assistance be 
requi red, the services of a competent professional person should be 
sought .
SHED 
SPECIFICATION 
The shed seller is the best person to obtain 
the intended building use, location & site 
information to generate the appropriate shed 
specification. 
The proposed specification should be 
confirmed by as correct before the building is 
ordered.
SHEDS AND 
NCC BUILDING CLASSES
WHAT IS THE NCC ? 
 The National Construction Code (NCC) is managed by 
the Australian Building Codes Board (ABCB) on 
behalf of the Australian Government and State and 
Territory Governments. The NCC has been given the 
status of a building regulation by all States and 
Territories. This means it is a regulation. 
 The goal of the NCC is to enable the achievement of 
nationally consistent, minimum necessary 
standards of relevant, health, safety ( including 
structural safety and safety from fire), amenity and 
sustainability objectives efficiently. 
 www.abcb.gov.au
SHEDS & BUILDING CLASSES 
 The NCC defines buildings into 10 Building 
Classes. 
 Sheds generally fall into class 6,7,8,9 & 10a. 
 Class 1 buildings are houses. Numerous 
changes are required for a Class10a (non-habitable) 
shed to comply with the NCC as a 
Class 1 habitable structure.
GARAGES AND SMALLER SHEDS 
 Class 10a sheds are generally garages and 
smaller storage sheds
FARM SHEDS 
 Where used only for storage purposes, farm sheds 
are usually Class 10a. (some local authorities 
classify as Class 7)
SHED USED FOR BUSINESS 
 Where selling to the public takes place, Class 6 
would apply. If wholesaling, Class 7. If used for 
manufacturing, Class 8.
SHELTERS 
 Generally people shelters are Class 9b.
NON-HABITABLE SHEDS 
 A Class 10a shed is not required to meet the 
Class 1a Housing performance criteria for a 
number of factors including the serviceability & 
water tightness thus a 10a shed it not compliant 
as a house.
BUILDING 
IMPORTANCE 
LEVELS
NATIONAL CONSTRUCTION CODE 
IMPORTANCE LEVELS 
 The NCC assigns four different 
building Importance Levels for 
structures. 
 The assigned Importance level is 
consistent with the consequences of 
building failure and the risk to human 
life (or property).
IMPORTANCE LEVELS 
 Level 1- (lowest level) Buildings or structures 
presenting a low degree of hazard to life and other 
property in the case of failure. 
 Level 2- Buildings or structures not included in 
importance levels 1, 3 or 4. 
 Level 3- Buildings or structures that are designed to 
contain a large number of people. 
 Level 4- (highest level) Buildings or structures that are 
essential to post-disaster recovery or associated 
with hazardous facilities. 
 Note: The Building Regulator (Certifier ) has the final 
call on the Importance level.
IMPORTANCE LEVELS 
 Farm sheds remote from other habitable 
buildings are usually Level 1 
 Suggested distance to other habitable 
structures is 200m 
 A group of farm sheds may all be level 1 
 School Shelters (with more than 250 
students) are required to be Level 3.
IMPORTANCE LEVEL 4 
 The NCC Guide advises Importance Levels 
must be assigned on a case by case basis 
(NCC Guide Table B1.2a) 
 Emergency service buildings including fire 
fighting equipment sheds are generally 
Importance Level 4, however a lower level may 
be assigned by the builder certifier depending 
on its actual use.
THE BUILDING IMPORTANCE LEVEL 
DETERMINES THE REGIONAL WIND SPEED 
 The NCC requires that regional wind speeds of 
specific probability be used for building design. 
ANNUAL PROBABILITY 
OF EXCEEDANCE & 
IMPORTANCE LEVEL 
REGIONAL WIND SPEED 
M/S (meters per second) 
Region A Region B Region C Region D 
1:100 (IL1) 41 48 - - 
1:200 (IL1) - - 64 79 
1:500 (IL2) 45 57 69 88 
1:1000 (IL3) 46 60 74 94 
1:2000 (IL4) 48 63 77 99
WIND SPEEDS
WIND DESIGN CODES FOR SHEDS 
 There are currently two Wind Codes used in 
Australia for design of wind actions. 
 AS/NZS 1170.2 Wind Actions Code 
 AS4055 Wind Loads for Housing 
 Building Certifiers tend to be familiar with 
AS4055 due to its use for most houses. 
 A certifier cannot reject a shed designed 
using AS/NZS1170.2
AS/NZS1170.2 
 AS/NZS1170.2 is the principal Wind Actions 
Code and is applicable for all classes of 
buildings. 
 Offers flexibility for designers and allows for 
a greater range of wind speeds than 
AS4055 
 Is applicable to Importance Levels 1,2,3 & 4
AS4055 WIND LOADS FOR HOUSING 
 AS4055 Wind Loads for Housing is a Wind 
Code developed for housing and can only be 
used for Class1 and Class10a structures. 
 AS4055 has a limited scope (housing & 
smaller sheds) and geometry (length, width 
(16m), height & roof pitch). AS 4055 is only 
applicable for structures with an Importance 
Level of 2. 
 Wind classifications are: 
 N1 (34m/s) N2 (40m/s), N3 (50m/s) N4 (61m/s) 
 C1 (50m/s) C2 (61m/s) C3 (74m/s).
WHY IS WIND AN ISSUE FOR SHEDS? 
 Wind forces are generally the governing factor 
when designing a shed, especially in medium 
and high wind regions. 
 It is essential to establish the site wind speed 
for the intended site of the shed. 
 If the site wind speed is understated, there is a 
increased risk of building failure. 
 If the site wind speed is over stated, the shed 
may be designed to a higher specification than 
is required and have more steel than is required.
THE RELATIONSHIP BETWEEN SITE 
WIND SPEED & DESIGN PRESSURE
CORRECT SITE WIND SPEED IS ESSENTIAL 
TO DETERMINE THE DESIGN OF THE SHED 
 As the Wind speed increases, the Wind 
pressure (KPA) increases at a 
disproportionate rate. 
(as seen on previous slide) 
 When entering the details to your software 
program, the input factors will determine 
the site wind speed...the higher the 
pressure, the stronger the shed needs to 
be.
DIFFERENCE BETWEEN REGIONAL 
WIND SPEED AND A SITE WIND SPEED 
 The SITE wind speed is determined based on the 
topographical factors specific to that site. 
 The site wind speed is often BELOW the regional 
wind speed as the terrain category classification, 
and shielding (if applicable) reduce the site wind 
speed. 
 If the site is on a hill the topography effects would 
INCREASE the site wind speed and in some 
cases it may exceed the Regional Wind Speed. 

CORRECT 
SPECIFICATION 
OF A SHED
WHAT INFORMATION NEEDS TO BE 
OBTAINED FROM THE PURCHASER ? 
 WIND REGION Where will the shed be built? Some sheds are 
built far from where they are purchased. Will it be subject to 
extreme conditions, i.e. snow, cyclones? 
 USE & IMPORTANCE LEVEL What will the shed be used 
for? 
 TERRAIN What is the surrounding area generally like – 
acreage, suburban, or rural? 
 TOPOGRAPHY Will the shed be built on or near a hill, slope 
or escarpment? If so this will affect the specification. 
 SHIELDING Is the shed located in a Suburban area ?
WIND REGIONS AS PER 
AS/NZS1170.2.2012 
There are four wind regions in Australia- A ,B, C & D
TERRAIN CATEGORY – 
CONSIDER TERRAIN 500M IN EVERY DIRECTION 
TC1.5 
Open water surfaces 
subject to shoaling 
waves. 
Examples are near 
shore ocean water, 
large lakes and 
unenclosed bays.
TERRAIN CATEGORY – 
CONSIDER TERRAIN 500M IN EVERY DIRECTION 
TC 2 
Open terrain including 
grassland with 
well-scattered 
obstructions having 
heights generally from 
1.5 m to 5 m with no 
more than2 
obstructions per 
hectare. 
Examples are open 
farmland
TERRAIN CATEGORY – 
CONSIDER TERRAIN 500M IN EVERY DIRECTION 
TC 2.5 
Terrain with a few 
trees or isolated 
obstructions, or fewer 
than 10 buildings per 
hectare. 
Examples are 
developing outer 
urban areas or 
acreage
TERRAIN CATEGORY – 
CONSIDER TERRAIN 500M IN EVERY DIRECTION 
TC 3 
Terrain with numerous 
closely spaced 
obstructions having 
heights generally 
3m to 10m. 
The minimum density 
of obstructions shall 
be at least equivalent 
to 10 house-size 
obstructions per 
hectare.
TOPOGRAPHY 
 The Topography Multiplier is a local 
geographic effect. It increases the design 
wind speed based on the gradient upwind of 
the site. 
 Google Earth is useful to evaluate topography. 
WIND
TOPOGRAPHY (SIMPLIFIED) 
 Some shed software programmes offer options 
for topography including: 
 Halfway up a hill 
 Top of hill 
This specifies a topography factor >1.0 
 If the topography factor is >1.0, the suitability 
of the site wind speed nominated should be 
confirmed by a suitably qualified person
SHIELDING- SUBURBAN SITES 
The Shielding Multiplier is a local development effect . 
It reduces the design wind speed by taking into account 
the protection afforded by upwind local buildings. A 
Shielding Multiplier of 1.0 should be applied outside 
suburban areas unless a lower value is justifiable. 
On suburban sites where all adjoining allotments are fully 
developed and the average upwind gradient is less than 
0.2, a Shielding Multiplier of 0.85 may be applied as 
suggested in AS/NZS 1170.2 Supplement 1. 
A suburban site is defined as a fully developed area with 
a number of rows of streets.
SHIELDING 
 Structures used to provide shielding must be 
the same or greater height than the shed they 
are intended to provide shielding. 
 Structures that provide shielding must be 
located < 20h from shielded building i.e. a 4m 
high shed requires shielding structures with 
80m ( 4m x 20) 
 Average Height of shed. The average height 
as defined in AS/NZS1170.2 is the average of 
the overall shed height and the eaves (gutter) 
height.
FULL, PARTIAL & NO SHIELDING 
 Full shielding would apply where there are a 
two rows or more of developed structures 
on all sides the shed. 
 Partial Shielding would apply if there is one 
row of structures on all sides. 
 A shed built on a site that adjoins an open 
area or parkland would have no shielding
SHIELDING 
 For wind code AS/NZS1170.2 only permanent 
buildings provide shielding, trees and 
vegetation don’t provide shielding. 
 You can only apply shielding IF you are 
certain of the structures surrounding the 
proposed site 
Shielding is generally only applicable in 
suburban areas
SPECIFICATION INFORMATION 
 The following information should be 
shown by all on engineering plans and 
quotations: 
 Importance Level 
 Wind Region 
 Site wind speed in m/s 
 Terrain Category 
 Topography factor 
 Shielding factor 
 Internal Pressure Co-efficient
EXTREME 
CONDITIONS
EXTREME CONDITIONS 
In cyclonic areas 
(Regions C & D) wind 
forces are much stronger. 
Specific design rules 
apply to claddings and 
openings. 
In alpine areas, sheds are 
be required to resist snow 
loading.
ALPINE AREAS 
 There are 4 alpine or sub-alpine regions in Australia 
 In these areas, snow build-up on roofs can lead to 
structural collapse. 
 Structures can be designed to resist this load, or to 
shed snow to reduce loads 
Classification Area Description Alpine Altitudes Sub-alpine 
Altitudes 
AN Northern Tablelands 
(Guyra area) 
NA Above 600 metres 
AC Central Tablelands 
(Blue Mountains) 
NA Above 600 metres 
AS Southern Tablelands 
(Snowy Mountains) 
Above 1200 metres 600 to 1200 metres 
AT Tasmania 
(Central Highlands) 
Above 900 metres 300 to 900 metres
CYCLONIC AREAS 
 Sheds built in the cyclonic Wind regions C and 
D are subject to high wind loads and the risk 
of being subjected to impact from debris 
during a cyclone of storm. 
 The Wind Code AS/NZS1170.2 requires sheds 
built in cyclonic regions to be designed for a 
“Dominant Opening", unless the whole building 
envelope has test certificates to resist wind 
driven debris.
DOMINANT OPENING 
 A dominant opening occurs when part of the 
structure fails, i.e. roller door, plastic roof 
sheeting, cladding or is caused by impact 
from flying debris. 
 A dominant opening does not need to be 
large, an open vent may be sufficient to 
cause a build up of internal pressure.
ROLLER 
DOORS
ROLLER DOORS AND 
LARGE ACCESS DOORS 
 Garage Door and Other Large Access Doors 
standard AS/NZS4505:2012 was recently revised 
and published in February 2013. 
 The design wind pressures used in this standard 
are consistent the two wind loading codes 
AS/NZS1170.2 and AS4055, this was previously 
not the case. 
 This means that doors complying with the 
standard can withstand the same wind rating as 
the shed in which it is installed. 
 AS/NZS4505:2012 is applicable to all wind 
regions A, B, C & D
DOORS IN CYCLONIC REGIONS 
 Roller and large access doors supplied in 
Cyclonic regions are required by the 
National Construction Code to meet the 
requirements of AS4505. 
 Loads on door in cyclonic regions are 
significant and door mullions need to be 
designed to resist these forces.
SHEDSAFE SHED SPECIFICATION 
MODULE 2014-15 
COMPLETION 
 Thank you for reviewing this module. 
 Please complete the Questionnaire on 
the ApplyShedSafe.com.au website. 
 Upon successful completion of the 
questionnaire, you will receive a 
Certification of Completion.

More Related Content

Similar to Shed Specification Module 2014-2015

Has 2009 Fla Mitigation Breifing
Has 2009 Fla Mitigation BreifingHas 2009 Fla Mitigation Breifing
Has 2009 Fla Mitigation Breifingcity of dania beach
 
The Fragrance Outlet - Grand Rapids, MI 8.20.15
The Fragrance Outlet - Grand Rapids, MI 8.20.15The Fragrance Outlet - Grand Rapids, MI 8.20.15
The Fragrance Outlet - Grand Rapids, MI 8.20.15Antoinette Pope
 
Ametalin CeaseFire™ - non-combustible, weather-proofing and vapour management...
Ametalin CeaseFire™ - non-combustible, weather-proofing and vapour management...Ametalin CeaseFire™ - non-combustible, weather-proofing and vapour management...
Ametalin CeaseFire™ - non-combustible, weather-proofing and vapour management...Ametalin
 
SAR_SEPTEMBER_2014_LCP
SAR_SEPTEMBER_2014_LCPSAR_SEPTEMBER_2014_LCP
SAR_SEPTEMBER_2014_LCPLyndsay Cotton
 
Energy Efficient Building Enclosure Design Guidelines for Wood-Frame Buildings
Energy Efficient Building Enclosure Design Guidelines for Wood-Frame BuildingsEnergy Efficient Building Enclosure Design Guidelines for Wood-Frame Buildings
Energy Efficient Building Enclosure Design Guidelines for Wood-Frame BuildingsRDH Building Science
 
ISOPE-2010-TCP-0462 Lessons Learnt from deepwater Riser Projects
ISOPE-2010-TCP-0462 Lessons Learnt from deepwater Riser ProjectsISOPE-2010-TCP-0462 Lessons Learnt from deepwater Riser Projects
ISOPE-2010-TCP-0462 Lessons Learnt from deepwater Riser ProjectsJean-Francois Saint-Marcoux
 
Insulated metal panels edc1
Insulated metal panels edc1Insulated metal panels edc1
Insulated metal panels edc1Derrick Teal
 
SAUDI ARAMCO INDUSTRIAL LIGHTING USING DIALUX 4.11 - DAY ONE
SAUDI ARAMCO INDUSTRIAL LIGHTING USING DIALUX 4.11 - DAY ONESAUDI ARAMCO INDUSTRIAL LIGHTING USING DIALUX 4.11 - DAY ONE
SAUDI ARAMCO INDUSTRIAL LIGHTING USING DIALUX 4.11 - DAY ONEMichael Santiago
 
Solvent vs Water Based Web Coating
Solvent vs Water Based Web CoatingSolvent vs Water Based Web Coating
Solvent vs Water Based Web Coatingneweraconverting
 
Enduring Freedom KAF Military installation
Enduring Freedom KAF Military installationEnduring Freedom KAF Military installation
Enduring Freedom KAF Military installationR. Robert Carver
 
Crawford Tracey AIA Course: Glazing Design
Crawford Tracey AIA Course: Glazing DesignCrawford Tracey AIA Course: Glazing Design
Crawford Tracey AIA Course: Glazing DesignDonovan and Associates
 
WoodWorks 2013 Vancouver - Energy-Efficient Building Enclosure Design Guideli...
WoodWorks 2013 Vancouver - Energy-Efficient Building Enclosure Design Guideli...WoodWorks 2013 Vancouver - Energy-Efficient Building Enclosure Design Guideli...
WoodWorks 2013 Vancouver - Energy-Efficient Building Enclosure Design Guideli...Graham Finch
 
STORAGE - Bentall Rowlands Storage Systems Limited talks grain storage
STORAGE - Bentall Rowlands Storage Systems Limited talks grain storage STORAGE - Bentall Rowlands Storage Systems Limited talks grain storage
STORAGE - Bentall Rowlands Storage Systems Limited talks grain storage Milling and Grain magazine
 
Roll a-way storm protection
Roll a-way storm protectionRoll a-way storm protection
Roll a-way storm protectionlisaqmiusa
 

Similar to Shed Specification Module 2014-2015 (20)

Has 2009 Fla Mitigation Breifing
Has 2009 Fla Mitigation BreifingHas 2009 Fla Mitigation Breifing
Has 2009 Fla Mitigation Breifing
 
The Fragrance Outlet - Grand Rapids, MI 8.20.15
The Fragrance Outlet - Grand Rapids, MI 8.20.15The Fragrance Outlet - Grand Rapids, MI 8.20.15
The Fragrance Outlet - Grand Rapids, MI 8.20.15
 
SBGHS Temporary fencing catalogue 2019
SBGHS Temporary fencing catalogue 2019SBGHS Temporary fencing catalogue 2019
SBGHS Temporary fencing catalogue 2019
 
Ametalin CeaseFire™ - non-combustible, weather-proofing and vapour management...
Ametalin CeaseFire™ - non-combustible, weather-proofing and vapour management...Ametalin CeaseFire™ - non-combustible, weather-proofing and vapour management...
Ametalin CeaseFire™ - non-combustible, weather-proofing and vapour management...
 
SAR_SEPTEMBER_2014_LCP
SAR_SEPTEMBER_2014_LCPSAR_SEPTEMBER_2014_LCP
SAR_SEPTEMBER_2014_LCP
 
Energy Efficient Building Enclosure Design Guidelines for Wood-Frame Buildings
Energy Efficient Building Enclosure Design Guidelines for Wood-Frame BuildingsEnergy Efficient Building Enclosure Design Guidelines for Wood-Frame Buildings
Energy Efficient Building Enclosure Design Guidelines for Wood-Frame Buildings
 
C5 wimes and spd, david bray
C5 wimes and spd, david brayC5 wimes and spd, david bray
C5 wimes and spd, david bray
 
15199736.ppt
15199736.ppt15199736.ppt
15199736.ppt
 
ISOPE-2010-TCP-0462 Lessons Learnt from deepwater Riser Projects
ISOPE-2010-TCP-0462 Lessons Learnt from deepwater Riser ProjectsISOPE-2010-TCP-0462 Lessons Learnt from deepwater Riser Projects
ISOPE-2010-TCP-0462 Lessons Learnt from deepwater Riser Projects
 
Insulated metal panels edc1
Insulated metal panels edc1Insulated metal panels edc1
Insulated metal panels edc1
 
SAUDI ARAMCO INDUSTRIAL LIGHTING USING DIALUX 4.11 - DAY ONE
SAUDI ARAMCO INDUSTRIAL LIGHTING USING DIALUX 4.11 - DAY ONESAUDI ARAMCO INDUSTRIAL LIGHTING USING DIALUX 4.11 - DAY ONE
SAUDI ARAMCO INDUSTRIAL LIGHTING USING DIALUX 4.11 - DAY ONE
 
Solvent vs Water Based Web Coating
Solvent vs Water Based Web CoatingSolvent vs Water Based Web Coating
Solvent vs Water Based Web Coating
 
Enduring Freedom KAF Military installation
Enduring Freedom KAF Military installationEnduring Freedom KAF Military installation
Enduring Freedom KAF Military installation
 
STORAGE - Silo design & construction
STORAGE - Silo design & constructionSTORAGE - Silo design & construction
STORAGE - Silo design & construction
 
15-0478_WD_B
15-0478_WD_B15-0478_WD_B
15-0478_WD_B
 
Crawford Tracey AIA Course: Glazing Design
Crawford Tracey AIA Course: Glazing DesignCrawford Tracey AIA Course: Glazing Design
Crawford Tracey AIA Course: Glazing Design
 
WoodWorks 2013 Vancouver - Energy-Efficient Building Enclosure Design Guideli...
WoodWorks 2013 Vancouver - Energy-Efficient Building Enclosure Design Guideli...WoodWorks 2013 Vancouver - Energy-Efficient Building Enclosure Design Guideli...
WoodWorks 2013 Vancouver - Energy-Efficient Building Enclosure Design Guideli...
 
KPX Promotionnal Catalogue
KPX Promotionnal CatalogueKPX Promotionnal Catalogue
KPX Promotionnal Catalogue
 
STORAGE - Bentall Rowlands Storage Systems Limited talks grain storage
STORAGE - Bentall Rowlands Storage Systems Limited talks grain storage STORAGE - Bentall Rowlands Storage Systems Limited talks grain storage
STORAGE - Bentall Rowlands Storage Systems Limited talks grain storage
 
Roll a-way storm protection
Roll a-way storm protectionRoll a-way storm protection
Roll a-way storm protection
 

Recently uploaded

IVE Industry Focused Event - Defence Sector 2024
IVE Industry Focused Event - Defence Sector 2024IVE Industry Focused Event - Defence Sector 2024
IVE Industry Focused Event - Defence Sector 2024Mark Billinghurst
 
CCS355 Neural Networks & Deep Learning Unit 1 PDF notes with Question bank .pdf
CCS355 Neural Networks & Deep Learning Unit 1 PDF notes with Question bank .pdfCCS355 Neural Networks & Deep Learning Unit 1 PDF notes with Question bank .pdf
CCS355 Neural Networks & Deep Learning Unit 1 PDF notes with Question bank .pdfAsst.prof M.Gokilavani
 
UNIT III ANALOG ELECTRONICS (BASIC ELECTRONICS)
UNIT III ANALOG ELECTRONICS (BASIC ELECTRONICS)UNIT III ANALOG ELECTRONICS (BASIC ELECTRONICS)
UNIT III ANALOG ELECTRONICS (BASIC ELECTRONICS)Dr SOUNDIRARAJ N
 
Gurgaon ✡️9711147426✨Call In girls Gurgaon Sector 51 escort service
Gurgaon ✡️9711147426✨Call In girls Gurgaon Sector 51 escort serviceGurgaon ✡️9711147426✨Call In girls Gurgaon Sector 51 escort service
Gurgaon ✡️9711147426✨Call In girls Gurgaon Sector 51 escort servicejennyeacort
 
Internship report on mechanical engineering
Internship report on mechanical engineeringInternship report on mechanical engineering
Internship report on mechanical engineeringmalavadedarshan25
 
Concrete Mix Design - IS 10262-2019 - .pptx
Concrete Mix Design - IS 10262-2019 - .pptxConcrete Mix Design - IS 10262-2019 - .pptx
Concrete Mix Design - IS 10262-2019 - .pptxKartikeyaDwivedi3
 
Call Girls Narol 7397865700 Independent Call Girls
Call Girls Narol 7397865700 Independent Call GirlsCall Girls Narol 7397865700 Independent Call Girls
Call Girls Narol 7397865700 Independent Call Girlsssuser7cb4ff
 
GDSC ASEB Gen AI study jams presentation
GDSC ASEB Gen AI study jams presentationGDSC ASEB Gen AI study jams presentation
GDSC ASEB Gen AI study jams presentationGDSCAESB
 
INFLUENCE OF NANOSILICA ON THE PROPERTIES OF CONCRETE
INFLUENCE OF NANOSILICA ON THE PROPERTIES OF CONCRETEINFLUENCE OF NANOSILICA ON THE PROPERTIES OF CONCRETE
INFLUENCE OF NANOSILICA ON THE PROPERTIES OF CONCRETEroselinkalist12
 
VICTOR MAESTRE RAMIREZ - Planetary Defender on NASA's Double Asteroid Redirec...
VICTOR MAESTRE RAMIREZ - Planetary Defender on NASA's Double Asteroid Redirec...VICTOR MAESTRE RAMIREZ - Planetary Defender on NASA's Double Asteroid Redirec...
VICTOR MAESTRE RAMIREZ - Planetary Defender on NASA's Double Asteroid Redirec...VICTOR MAESTRE RAMIREZ
 
Sachpazis Costas: Geotechnical Engineering: A student's Perspective Introduction
Sachpazis Costas: Geotechnical Engineering: A student's Perspective IntroductionSachpazis Costas: Geotechnical Engineering: A student's Perspective Introduction
Sachpazis Costas: Geotechnical Engineering: A student's Perspective IntroductionDr.Costas Sachpazis
 
Churning of Butter, Factors affecting .
Churning of Butter, Factors affecting  .Churning of Butter, Factors affecting  .
Churning of Butter, Factors affecting .Satyam Kumar
 
Past, Present and Future of Generative AI
Past, Present and Future of Generative AIPast, Present and Future of Generative AI
Past, Present and Future of Generative AIabhishek36461
 
Architect Hassan Khalil Portfolio for 2024
Architect Hassan Khalil Portfolio for 2024Architect Hassan Khalil Portfolio for 2024
Architect Hassan Khalil Portfolio for 2024hassan khalil
 
Application of Residue Theorem to evaluate real integrations.pptx
Application of Residue Theorem to evaluate real integrations.pptxApplication of Residue Theorem to evaluate real integrations.pptx
Application of Residue Theorem to evaluate real integrations.pptx959SahilShah
 
Oxy acetylene welding presentation note.
Oxy acetylene welding presentation note.Oxy acetylene welding presentation note.
Oxy acetylene welding presentation note.eptoze12
 

Recently uploaded (20)

IVE Industry Focused Event - Defence Sector 2024
IVE Industry Focused Event - Defence Sector 2024IVE Industry Focused Event - Defence Sector 2024
IVE Industry Focused Event - Defence Sector 2024
 
CCS355 Neural Networks & Deep Learning Unit 1 PDF notes with Question bank .pdf
CCS355 Neural Networks & Deep Learning Unit 1 PDF notes with Question bank .pdfCCS355 Neural Networks & Deep Learning Unit 1 PDF notes with Question bank .pdf
CCS355 Neural Networks & Deep Learning Unit 1 PDF notes with Question bank .pdf
 
9953056974 Call Girls In South Ex, Escorts (Delhi) NCR.pdf
9953056974 Call Girls In South Ex, Escorts (Delhi) NCR.pdf9953056974 Call Girls In South Ex, Escorts (Delhi) NCR.pdf
9953056974 Call Girls In South Ex, Escorts (Delhi) NCR.pdf
 
UNIT III ANALOG ELECTRONICS (BASIC ELECTRONICS)
UNIT III ANALOG ELECTRONICS (BASIC ELECTRONICS)UNIT III ANALOG ELECTRONICS (BASIC ELECTRONICS)
UNIT III ANALOG ELECTRONICS (BASIC ELECTRONICS)
 
Gurgaon ✡️9711147426✨Call In girls Gurgaon Sector 51 escort service
Gurgaon ✡️9711147426✨Call In girls Gurgaon Sector 51 escort serviceGurgaon ✡️9711147426✨Call In girls Gurgaon Sector 51 escort service
Gurgaon ✡️9711147426✨Call In girls Gurgaon Sector 51 escort service
 
Internship report on mechanical engineering
Internship report on mechanical engineeringInternship report on mechanical engineering
Internship report on mechanical engineering
 
Concrete Mix Design - IS 10262-2019 - .pptx
Concrete Mix Design - IS 10262-2019 - .pptxConcrete Mix Design - IS 10262-2019 - .pptx
Concrete Mix Design - IS 10262-2019 - .pptx
 
Call Girls Narol 7397865700 Independent Call Girls
Call Girls Narol 7397865700 Independent Call GirlsCall Girls Narol 7397865700 Independent Call Girls
Call Girls Narol 7397865700 Independent Call Girls
 
GDSC ASEB Gen AI study jams presentation
GDSC ASEB Gen AI study jams presentationGDSC ASEB Gen AI study jams presentation
GDSC ASEB Gen AI study jams presentation
 
Call Us -/9953056974- Call Girls In Vikaspuri-/- Delhi NCR
Call Us -/9953056974- Call Girls In Vikaspuri-/- Delhi NCRCall Us -/9953056974- Call Girls In Vikaspuri-/- Delhi NCR
Call Us -/9953056974- Call Girls In Vikaspuri-/- Delhi NCR
 
INFLUENCE OF NANOSILICA ON THE PROPERTIES OF CONCRETE
INFLUENCE OF NANOSILICA ON THE PROPERTIES OF CONCRETEINFLUENCE OF NANOSILICA ON THE PROPERTIES OF CONCRETE
INFLUENCE OF NANOSILICA ON THE PROPERTIES OF CONCRETE
 
Exploring_Network_Security_with_JA3_by_Rakesh Seal.pptx
Exploring_Network_Security_with_JA3_by_Rakesh Seal.pptxExploring_Network_Security_with_JA3_by_Rakesh Seal.pptx
Exploring_Network_Security_with_JA3_by_Rakesh Seal.pptx
 
VICTOR MAESTRE RAMIREZ - Planetary Defender on NASA's Double Asteroid Redirec...
VICTOR MAESTRE RAMIREZ - Planetary Defender on NASA's Double Asteroid Redirec...VICTOR MAESTRE RAMIREZ - Planetary Defender on NASA's Double Asteroid Redirec...
VICTOR MAESTRE RAMIREZ - Planetary Defender on NASA's Double Asteroid Redirec...
 
Sachpazis Costas: Geotechnical Engineering: A student's Perspective Introduction
Sachpazis Costas: Geotechnical Engineering: A student's Perspective IntroductionSachpazis Costas: Geotechnical Engineering: A student's Perspective Introduction
Sachpazis Costas: Geotechnical Engineering: A student's Perspective Introduction
 
Churning of Butter, Factors affecting .
Churning of Butter, Factors affecting  .Churning of Butter, Factors affecting  .
Churning of Butter, Factors affecting .
 
Past, Present and Future of Generative AI
Past, Present and Future of Generative AIPast, Present and Future of Generative AI
Past, Present and Future of Generative AI
 
young call girls in Rajiv Chowk🔝 9953056974 🔝 Delhi escort Service
young call girls in Rajiv Chowk🔝 9953056974 🔝 Delhi escort Serviceyoung call girls in Rajiv Chowk🔝 9953056974 🔝 Delhi escort Service
young call girls in Rajiv Chowk🔝 9953056974 🔝 Delhi escort Service
 
Architect Hassan Khalil Portfolio for 2024
Architect Hassan Khalil Portfolio for 2024Architect Hassan Khalil Portfolio for 2024
Architect Hassan Khalil Portfolio for 2024
 
Application of Residue Theorem to evaluate real integrations.pptx
Application of Residue Theorem to evaluate real integrations.pptxApplication of Residue Theorem to evaluate real integrations.pptx
Application of Residue Theorem to evaluate real integrations.pptx
 
Oxy acetylene welding presentation note.
Oxy acetylene welding presentation note.Oxy acetylene welding presentation note.
Oxy acetylene welding presentation note.
 

Shed Specification Module 2014-2015

  • 2. INTRODUCTION ShedSafe is an independent third party accreditation program that covers engineering design , documentation and building specification for cold formed steel portal frame sheds. ShedSafe provides Accreditation, for both manufacturers and shed sellers. A shed seller can only qualify if they sell sheds supplied by an ShedSafe accredited manufacturer as listed on the ShedSafe website www.ShedSafe.com.au
  • 3. INTRODUCTION Does completing this module mean your business is ShedSafe Accredited?  No. Shed sellers apply for ShedSafe Accreditation by completing the online application form, reviewing this Specification Module, and successfully completing the Building Specification Questionnaire.  ShedSafe Accreditation approval is subject to the program Terms and Conditions, including payment of annual fees and complying by the program style guide.
  • 4. DISCLAIMER Every effor t has been made and al l reasonable care taken to ensure the accuracy of the mater ial contained in this module. However, to the extent permi t ted by law, the Authors, Edi tors and Publ ishers of this Program: (a) wi l l not be held l iable or responsible in any way; and (b) expressly disclaim any l iabi l i ty or responsibi l i ty for any loss or damage costs or expenses incur red in connect ion wi th this Program by any person, whether that person is the purchaser of this Program or not . Wi thout l imi tat ion, this includes loss, damage, costs and expenses incur red as a resul t of the negl igence of the Authors, Edi tors or Publ ishers. Should exper t assistance be requi red, the services of a competent professional person should be sought .
  • 5. SHED SPECIFICATION The shed seller is the best person to obtain the intended building use, location & site information to generate the appropriate shed specification. The proposed specification should be confirmed by as correct before the building is ordered.
  • 6. SHEDS AND NCC BUILDING CLASSES
  • 7. WHAT IS THE NCC ?  The National Construction Code (NCC) is managed by the Australian Building Codes Board (ABCB) on behalf of the Australian Government and State and Territory Governments. The NCC has been given the status of a building regulation by all States and Territories. This means it is a regulation.  The goal of the NCC is to enable the achievement of nationally consistent, minimum necessary standards of relevant, health, safety ( including structural safety and safety from fire), amenity and sustainability objectives efficiently.  www.abcb.gov.au
  • 8. SHEDS & BUILDING CLASSES  The NCC defines buildings into 10 Building Classes.  Sheds generally fall into class 6,7,8,9 & 10a.  Class 1 buildings are houses. Numerous changes are required for a Class10a (non-habitable) shed to comply with the NCC as a Class 1 habitable structure.
  • 9. GARAGES AND SMALLER SHEDS  Class 10a sheds are generally garages and smaller storage sheds
  • 10. FARM SHEDS  Where used only for storage purposes, farm sheds are usually Class 10a. (some local authorities classify as Class 7)
  • 11. SHED USED FOR BUSINESS  Where selling to the public takes place, Class 6 would apply. If wholesaling, Class 7. If used for manufacturing, Class 8.
  • 12. SHELTERS  Generally people shelters are Class 9b.
  • 13. NON-HABITABLE SHEDS  A Class 10a shed is not required to meet the Class 1a Housing performance criteria for a number of factors including the serviceability & water tightness thus a 10a shed it not compliant as a house.
  • 15. NATIONAL CONSTRUCTION CODE IMPORTANCE LEVELS  The NCC assigns four different building Importance Levels for structures.  The assigned Importance level is consistent with the consequences of building failure and the risk to human life (or property).
  • 16. IMPORTANCE LEVELS  Level 1- (lowest level) Buildings or structures presenting a low degree of hazard to life and other property in the case of failure.  Level 2- Buildings or structures not included in importance levels 1, 3 or 4.  Level 3- Buildings or structures that are designed to contain a large number of people.  Level 4- (highest level) Buildings or structures that are essential to post-disaster recovery or associated with hazardous facilities.  Note: The Building Regulator (Certifier ) has the final call on the Importance level.
  • 17. IMPORTANCE LEVELS  Farm sheds remote from other habitable buildings are usually Level 1  Suggested distance to other habitable structures is 200m  A group of farm sheds may all be level 1  School Shelters (with more than 250 students) are required to be Level 3.
  • 18. IMPORTANCE LEVEL 4  The NCC Guide advises Importance Levels must be assigned on a case by case basis (NCC Guide Table B1.2a)  Emergency service buildings including fire fighting equipment sheds are generally Importance Level 4, however a lower level may be assigned by the builder certifier depending on its actual use.
  • 19. THE BUILDING IMPORTANCE LEVEL DETERMINES THE REGIONAL WIND SPEED  The NCC requires that regional wind speeds of specific probability be used for building design. ANNUAL PROBABILITY OF EXCEEDANCE & IMPORTANCE LEVEL REGIONAL WIND SPEED M/S (meters per second) Region A Region B Region C Region D 1:100 (IL1) 41 48 - - 1:200 (IL1) - - 64 79 1:500 (IL2) 45 57 69 88 1:1000 (IL3) 46 60 74 94 1:2000 (IL4) 48 63 77 99
  • 21. WIND DESIGN CODES FOR SHEDS  There are currently two Wind Codes used in Australia for design of wind actions.  AS/NZS 1170.2 Wind Actions Code  AS4055 Wind Loads for Housing  Building Certifiers tend to be familiar with AS4055 due to its use for most houses.  A certifier cannot reject a shed designed using AS/NZS1170.2
  • 22. AS/NZS1170.2  AS/NZS1170.2 is the principal Wind Actions Code and is applicable for all classes of buildings.  Offers flexibility for designers and allows for a greater range of wind speeds than AS4055  Is applicable to Importance Levels 1,2,3 & 4
  • 23. AS4055 WIND LOADS FOR HOUSING  AS4055 Wind Loads for Housing is a Wind Code developed for housing and can only be used for Class1 and Class10a structures.  AS4055 has a limited scope (housing & smaller sheds) and geometry (length, width (16m), height & roof pitch). AS 4055 is only applicable for structures with an Importance Level of 2.  Wind classifications are:  N1 (34m/s) N2 (40m/s), N3 (50m/s) N4 (61m/s)  C1 (50m/s) C2 (61m/s) C3 (74m/s).
  • 24. WHY IS WIND AN ISSUE FOR SHEDS?  Wind forces are generally the governing factor when designing a shed, especially in medium and high wind regions.  It is essential to establish the site wind speed for the intended site of the shed.  If the site wind speed is understated, there is a increased risk of building failure.  If the site wind speed is over stated, the shed may be designed to a higher specification than is required and have more steel than is required.
  • 25. THE RELATIONSHIP BETWEEN SITE WIND SPEED & DESIGN PRESSURE
  • 26. CORRECT SITE WIND SPEED IS ESSENTIAL TO DETERMINE THE DESIGN OF THE SHED  As the Wind speed increases, the Wind pressure (KPA) increases at a disproportionate rate. (as seen on previous slide)  When entering the details to your software program, the input factors will determine the site wind speed...the higher the pressure, the stronger the shed needs to be.
  • 27. DIFFERENCE BETWEEN REGIONAL WIND SPEED AND A SITE WIND SPEED  The SITE wind speed is determined based on the topographical factors specific to that site.  The site wind speed is often BELOW the regional wind speed as the terrain category classification, and shielding (if applicable) reduce the site wind speed.  If the site is on a hill the topography effects would INCREASE the site wind speed and in some cases it may exceed the Regional Wind Speed. 
  • 29. WHAT INFORMATION NEEDS TO BE OBTAINED FROM THE PURCHASER ?  WIND REGION Where will the shed be built? Some sheds are built far from where they are purchased. Will it be subject to extreme conditions, i.e. snow, cyclones?  USE & IMPORTANCE LEVEL What will the shed be used for?  TERRAIN What is the surrounding area generally like – acreage, suburban, or rural?  TOPOGRAPHY Will the shed be built on or near a hill, slope or escarpment? If so this will affect the specification.  SHIELDING Is the shed located in a Suburban area ?
  • 30. WIND REGIONS AS PER AS/NZS1170.2.2012 There are four wind regions in Australia- A ,B, C & D
  • 31. TERRAIN CATEGORY – CONSIDER TERRAIN 500M IN EVERY DIRECTION TC1.5 Open water surfaces subject to shoaling waves. Examples are near shore ocean water, large lakes and unenclosed bays.
  • 32. TERRAIN CATEGORY – CONSIDER TERRAIN 500M IN EVERY DIRECTION TC 2 Open terrain including grassland with well-scattered obstructions having heights generally from 1.5 m to 5 m with no more than2 obstructions per hectare. Examples are open farmland
  • 33. TERRAIN CATEGORY – CONSIDER TERRAIN 500M IN EVERY DIRECTION TC 2.5 Terrain with a few trees or isolated obstructions, or fewer than 10 buildings per hectare. Examples are developing outer urban areas or acreage
  • 34. TERRAIN CATEGORY – CONSIDER TERRAIN 500M IN EVERY DIRECTION TC 3 Terrain with numerous closely spaced obstructions having heights generally 3m to 10m. The minimum density of obstructions shall be at least equivalent to 10 house-size obstructions per hectare.
  • 35. TOPOGRAPHY  The Topography Multiplier is a local geographic effect. It increases the design wind speed based on the gradient upwind of the site.  Google Earth is useful to evaluate topography. WIND
  • 36. TOPOGRAPHY (SIMPLIFIED)  Some shed software programmes offer options for topography including:  Halfway up a hill  Top of hill This specifies a topography factor >1.0  If the topography factor is >1.0, the suitability of the site wind speed nominated should be confirmed by a suitably qualified person
  • 37. SHIELDING- SUBURBAN SITES The Shielding Multiplier is a local development effect . It reduces the design wind speed by taking into account the protection afforded by upwind local buildings. A Shielding Multiplier of 1.0 should be applied outside suburban areas unless a lower value is justifiable. On suburban sites where all adjoining allotments are fully developed and the average upwind gradient is less than 0.2, a Shielding Multiplier of 0.85 may be applied as suggested in AS/NZS 1170.2 Supplement 1. A suburban site is defined as a fully developed area with a number of rows of streets.
  • 38. SHIELDING  Structures used to provide shielding must be the same or greater height than the shed they are intended to provide shielding.  Structures that provide shielding must be located < 20h from shielded building i.e. a 4m high shed requires shielding structures with 80m ( 4m x 20)  Average Height of shed. The average height as defined in AS/NZS1170.2 is the average of the overall shed height and the eaves (gutter) height.
  • 39. FULL, PARTIAL & NO SHIELDING  Full shielding would apply where there are a two rows or more of developed structures on all sides the shed.  Partial Shielding would apply if there is one row of structures on all sides.  A shed built on a site that adjoins an open area or parkland would have no shielding
  • 40. SHIELDING  For wind code AS/NZS1170.2 only permanent buildings provide shielding, trees and vegetation don’t provide shielding.  You can only apply shielding IF you are certain of the structures surrounding the proposed site Shielding is generally only applicable in suburban areas
  • 41. SPECIFICATION INFORMATION  The following information should be shown by all on engineering plans and quotations:  Importance Level  Wind Region  Site wind speed in m/s  Terrain Category  Topography factor  Shielding factor  Internal Pressure Co-efficient
  • 43. EXTREME CONDITIONS In cyclonic areas (Regions C & D) wind forces are much stronger. Specific design rules apply to claddings and openings. In alpine areas, sheds are be required to resist snow loading.
  • 44. ALPINE AREAS  There are 4 alpine or sub-alpine regions in Australia  In these areas, snow build-up on roofs can lead to structural collapse.  Structures can be designed to resist this load, or to shed snow to reduce loads Classification Area Description Alpine Altitudes Sub-alpine Altitudes AN Northern Tablelands (Guyra area) NA Above 600 metres AC Central Tablelands (Blue Mountains) NA Above 600 metres AS Southern Tablelands (Snowy Mountains) Above 1200 metres 600 to 1200 metres AT Tasmania (Central Highlands) Above 900 metres 300 to 900 metres
  • 45. CYCLONIC AREAS  Sheds built in the cyclonic Wind regions C and D are subject to high wind loads and the risk of being subjected to impact from debris during a cyclone of storm.  The Wind Code AS/NZS1170.2 requires sheds built in cyclonic regions to be designed for a “Dominant Opening", unless the whole building envelope has test certificates to resist wind driven debris.
  • 46. DOMINANT OPENING  A dominant opening occurs when part of the structure fails, i.e. roller door, plastic roof sheeting, cladding or is caused by impact from flying debris.  A dominant opening does not need to be large, an open vent may be sufficient to cause a build up of internal pressure.
  • 48. ROLLER DOORS AND LARGE ACCESS DOORS  Garage Door and Other Large Access Doors standard AS/NZS4505:2012 was recently revised and published in February 2013.  The design wind pressures used in this standard are consistent the two wind loading codes AS/NZS1170.2 and AS4055, this was previously not the case.  This means that doors complying with the standard can withstand the same wind rating as the shed in which it is installed.  AS/NZS4505:2012 is applicable to all wind regions A, B, C & D
  • 49. DOORS IN CYCLONIC REGIONS  Roller and large access doors supplied in Cyclonic regions are required by the National Construction Code to meet the requirements of AS4505.  Loads on door in cyclonic regions are significant and door mullions need to be designed to resist these forces.
  • 50. SHEDSAFE SHED SPECIFICATION MODULE 2014-15 COMPLETION  Thank you for reviewing this module.  Please complete the Questionnaire on the ApplyShedSafe.com.au website.  Upon successful completion of the questionnaire, you will receive a Certification of Completion.