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Standing Seam Roofing & Wall Cladding System
Building the Ultimate Dreams
2
Operating on a model built around the principles of
innovation, excellence and sustainability, TSSC has
been an industry leader in the manufacturing sector
and is a key member of the reputed Harwal Group; a
manufacturing conglomerate with business in over 65
countries.
With over fifty years of proven experience and
longstanding repute, TSSC, an ISO 9001, 14001 & 18001
certified company takes pride in its work and supports
the enduring success of its clients by developing
solutions that help them stay ahead of the curve.
As the largest composite panel,s manufacturer in the
Middle East, TSSC has been continually enhancing
the industry with its best practices. Showcasing an
unwavering commitment to its product and services,
the company produces a range of Metal Un-Insulated
Profile sheets and Insulated Composite Panels. The
company also manufactures a range of FM approved
sandwich panels for cold stores & refrigerated truck
bodies .Pre-Engineered building systems, customized
shelters, factory manufactured houses, commercial
chillers & freezers and stainless steel kitchen equipments
complement the products manufactured by TSSC.
Since its commencement, the company has evolved as a
manufacturer, offering today nearly 27 different product
lines across 8 eight different business units. Operating its
business from its facilities located in Dubai, Sharjah,Abu
Dhabi and Riyadh, TSSC has also set benchmarks with its
unique industrial services.
Sharing a relentless commitment to efficiency and
value, BASECO, another key member of the Harwal
Group, has been acknowledged as a leading supplier
of the Standing Seam Roofing System. To achieve this
goal, the company has spared no expense to deploy
innovative technology in machinery and engineering
services.
The biggest asset of the company is teamwork. Each
member of the team is a professional and dedicated to
providing customers with the best services. At BASECO,
we believe it is our duty to deliver quality products to
our customers. The willingness to offer more value
than its competitors coupled with its desire to listen,
understand and to solve customer’s problem has made
BASECO a preferred supplier in the region.
BASECO specializes in providing competitive designs
and quality drawings, to ensure a clear representation
of the project. The structure design and detailing of the
Roofing System are executed with the latest computer
software, which enables faster construction at the site.
Company Mission
3
TSSC BASECO Standing Seam 65 / ( 310, 410, 435 )General Data & Design Specification
1. Applications
2. Specification
Standing Seam is a structural architectural roofing system that is mechanically field seamed for increased weather
durability and a greater resistance to wind uplift.
• Concealed fix, thus providing a continuous weather tight roof;
• Available in tapered and curved sheets with a minimum radius of 1.5m to satisfy the most
challenging design conditions;
• Available in a range of cover widths in ferrous and non ferrous material;
• The original clip has an inbuilt thermal bridge and allows movement resulting from thermal
expansion;
• Various roof designs achieve heat insulation and maximum acoustic performance;
• Can be roll-formed on site to achieve extreme length according to the project requirements.
Specification Of Aluminum
Aluminum Grade AA3004 / AA3105
Finish Polyester, PVDF PaintStucco Embossed - Mill Finish Un-painted
Temper H24 & H26 / H44 & H46
BMT (mm) 0.7 / 0.8 / 0.9 / 1.0 / 1.2
Coverage (mm) Straight 310, 410, 435Tapered 240 ~ 500
Minimum Recommended Roof Pitch 2.5%
Minimum Radius For Curving
Smooth Pre-curveConvex 1.5m (1.0mm)
Concave 6m
Spring Curve
Convex
45m (0.9mm)
50m (1.0mm)
55m (1.2mm)
Concave
50m (0.9mm)
55m (1.0mm)
60m (1.2mm)
Recommended Support Spacing 1.2m ~ 1.5m
4
Crimp curving parameters ( BS - 310 - 410 - 435 )
RadiusRi (mm)
Edge L1(Minimum mm)
Edge L2(Minimum mm)
500 ~ 1000 250 250
1000 ~ 2000 250 350
>2000 0 0
Sufficient tools
Sufficient Coating Colorfor Arch designer
5
3. Profile Dimensions
( BS65 / 410 )
( BS65 / 435 )
( BS65 / 310 )
( BS65 / 310 )
( BS65 / 410 )
( BS65 / 435 )
310
410
435
6565
65
6
BS65 Taper & Curving Profile
BS65 Series Curving Panel
BS65 Series Taper Curving Panel
BS65 Series Tapered Profile
7
0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00 2.20 2.40 2.60 2.80admissible span width in m
0.7 2.20 2.20 2.20 2.10 1.95 1.80 1.70 1.60 1.55 1.45 1.40 1.350.8 2.75 2.75 2.60 2.40 2.20 2.05 1.95 1.85 1.75 1.70 1.60 1.550.9 3.20 2.90 2.60 2.40 2.20 2.05 1.95 1.85 1.75 1.70 1.60 1.551.0 3.35 2.90 2.60 2.40 2.20 2.05 1.95 1.85 1.75 1.70 1.60 1.551.2 3.35 2.90 2.60 2.40 2.20 2.05 1.95 1.85 1.75 1.70 1.60 1.55
4. Permissible Span Table
Permissible Span table for Baseco Standing Seam 65 / 310 for imposed and wind load in mImposed load ( kN / m² )
Wind load suction ( kN / m² )
thickness (mm)
thickness (mm)
thickness (mm)
thickness (mm)
0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00 2.20 2.40 2.60 2.80 3.00 3.20 3.40 3.60admissible span width in m
0.7 2.20 2.20 2.20 2.20 2.20 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 0.95 0.90 0.850.8 2.75 2.75 2.75 2.75 2.40 2.15 1.90 1.70 1.55 1.40 1.30 1.20 1.10 1.05 1.00 0.950.9 3.20 3.20 3.20 2.85 2.45 2.10 1.90 1.70 1.55 1.40 1.30 1.20 1.10 1.05 1.00 0.951.0 3.70 3.70 3.40 2.85 2.45 2.10 1.90 1.70 1.55 1.40 1.30 1.23 1.10 1.05 1.00 0.951.20 4.15 4.15 3.40 2.85 2.45 2.10 1.90 1.70 1.55 1.40 1.30 1.20 1.10 1.05 1.00 0.95
Imposed load for deflection limit of L / 200
General notes :
- Factor of safety for wind load = 1.6.- Loadings apply for 3 spans or more.- Baseco Standing Seam 65 / 310 is manufactured from aluminium alloy grade.- The self-weight of sheets has been taken into account.
Imposed load for deflection limit of L / 200
General notes :
- Factor of safety for wind load = 1.6.- Loadings apply for 3 spans or more.- Baseco Standing Seam 65 / 410 is manufactured from aluminium alloy grade.- The self-weight of sheets has been taken into account.
Imposed load ( kN / m² )
0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00 2.20 2.40 2.60 2.80
admissible span width in m
0.7 1.85 1.85 1.85 1.85 1.85 1.70 1.60 1.50 1.40 1.35 1.25 1.200.8 2.45 2.45 2.30 2.10 1.95 1.80 1.70 1.60 1.55 1.45 1.40 1.350.9 2.85 2.55 2.30 2.10 1.95 1.80 1.70 1.60 1.55 1.45 1.40 1.351.0 2.90 2.55 2.30 2.10 1.95 1.80 1.70 1.60 1.55 1.45 1.40 1.351.2 3.00 2.65 2.40 2.20 2.00 1.85 1.75 1.65 1.60 1.50 1.45 1.40
Permissible Span table for Baseco Standing Seam 65 / 410 for imposed and wind load in m
Wind load suction ( kN / m² ) 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00 2.20 2.40 2.60 2.80 3.00 3.20 3.40 3.60
admissible span width in m
0.7 1.85 1.85 1.85 1.85 1.65 1.45 1.30 1.15 1.05 0.95 0.90 0.80 0.75 0.70 0.65 0.650.8 2.45 2.45 2.45 2.15 1.85 1.60 1.45 1.30 1.15 1.05 1.00 0.90 0.85 0.80 0.75 0.700.9 2.85 2.85 2.60 2.15 1.85 1.60 1.45 1.30 1.15 1.05 1.00 0.90 0.85 0.80 0.75 0.701.0 3.40 3.25 2.60 2.15 1.85 1.60 1.45 1.30 1.15 1.05 1.00 0.90 0.85 0.80 0.75 0.701.20 3.55 3.40 2.70 2.25 1.90 1.65 1.50 1.35 1.20 1.10 1.05 0.90 0.85 0.80 0.75 0.70
8
thickness (mm)
thickness (mm)
Imposed load for deflection limit of L / 200
General notes :
- Factor of safety for wind load = 1.6.- Loadings apply for 3 spans or more.- Baseco Standing Seam 65 / 435 is manufactured from aluminium alloy grade.- The self-weight of sheets has been taken into account.
Permissible Span table for Baseco Standing Seam 65 / 435 for imposed and wind load in m
Imposed load ( kN / m² )
0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00 2.20 2.40 2.60 2.80
admissible span width in m
0.7 1.85 1.85 1.85 1.85 1.85 1.70 1.60 1.50 1.40 1.35 1.25 1.200.8 2.35 2.35 2.20 2.00 1.85 1.70 1.60 1.50 1.45 1.35 1.30 1.250.9 2.70 2.45 2.20 2.00 1.85 1.70 1.60 1.50 1.45 1.35 1.30 1.251.0 2.75 2.45 2.20 2.00 1.85 1.70 1.60 1.50 1.45 1.35 1.30 1.25 1.2 2.85 2.55 2.30 2.10 1.90 1.75 1.65 1.55 1.50 1.40 1.35 1.30
Wind load suction ( kN / m² )
0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00 2.20 2.40 2.60 2.80 3.00 3.20 3.40 3.60
admissible span width in m
0.7 1.85 1.85 1.85 1.85 1.65 1.45 1.30 1.15 1.05 0.95 0.90 0.80 0.75 0.70 0.65 0.650.8 2.35 2.35 2.35 2.00 1.75 1.50 1.35 1.25 1.10 1.00 0.95 0.85 0.80 0.75 0.70 0.65 0.9 2.70 2.70 2.50 2.00 1.75 1.50 1.35 1.25 1.10 1.00 0.95 0.85 0.80 0.75 0.70 0.65 1.0 3.20 3.10 2.50 2.00 1.75 1.50 1.35 1.25 1.10 1.00 0.95 0.85 0.80 0.75 0.70 0.65 1.20 3.40 3.25 2.55 2.15 1.80 1.55 1.40 1.30 1.15 1.05 1.00 0.85 0.80 0.75 0.70 0.65
8
9
Baseco Standing Seam 65 / 410 Characteristic Values For Downward Load
Sheetthickness
DeadLoad
Momentof inertia
Fieldmoment
Endsupportreaction
Moments and reaction forces atintermediate supports
M/M0B,K + R/R0
B,K ≤ 1
t
mm
g
kN / m2
Jef,k
cm4 / m
MF,K
kN / m
RA,K
kN / m
M0B,K
kNm / m
R0B,K
kN / m
max M0B,K
kNm / m
max R0B,K
kN / m
0.7 0.8 0.9 1.0 1.2
0.0279 0.0319 0.0359 0.0399 0.0478
41.6 47.6 53.6 59.5 71.5
0.96 1.26 1.62 1.99 2.35
7.0 9.1
11.9 14.7 16.8
1.31 1.71 2.10 2.48 2.99
684 894 566 240 342
1.30 1.69 2.05 2.41 2.92
13.8 17.9 20.9 24.0 29.3
Baseco Standing Seam 65 / 310Characteristic Values For Uplift Load
Sheetthickness
Momentof inertia
Fieldmoment
Endsupportreaction
Moments and reaction forces atintermediate supports
M/M0B,K + R/R0
B,K ≤ 1
t
mm
Jef,k
cm4 / m
MF,K
kN / m
RA,K
kN / m
M0B,K
kNm / m
R0B,K
kN / m
max M0B,K
kNm / m
max R0B,K
kN / m
0.70.80.91.01.2
33.6 43.9 55.3 66.7 82.2
1.32 1.72 2.30 2.89 3.43
11.0 14.4 18.2 21.9 26.0
1.27 1.66 2.17 2.68 3.25
18.7 24.4 58.6 92.7
245.2
1.00 1.31 1.89 2.45 3.13
6.45 8.43 11.7 15.0 17.5
5. Cross-sectional values, Characteristic values of the resistance values for ( Halters ) and partial safety coefficientγM
Baseco Standing Seam 65 / 310Characteristic Values For Downward Load
Sheetthickness
DeadLoad
Momentof inertia
Fieldmoment
Endsupportreaction
Moments and reaction forces atintermediate supports
M/M0B,K + R/R0
B,K ≤ 1
tmm
g
kN / m2
Jef,k
cm4 / m
MF,K
kN / m
RA,K
kN / m
M0B,K
kNm / m
R0B,K
kN / m
max M0B,K
kNm / m
max R0B,K
kN / m
0.7 0.8 0.9 1.0 1.2
0.0291 0.0334 0.0375 0.0416 0.0500
50.9 58.2 65.4 72.7 87.3
1.19 1.56 2.02 2.46 2.91
8.28 10.8 14.1 17.4 19.9
1.56 2.04 2.49 2.96 3.55
847 1107 702 297 423
1.55 2.02 2.44 2.87 3.47
17.0 22.1 25.9 29.7 36.2
= 1.0
= 1.0
= 1.0
= 1.1
= 1.1
= 1.1
γM
γM
γM γM
γM
γM
10
Baseco Standing Seam 65 / 435Characteristic Values For Downward Load
Sheetthickness
DeadLoad
Momentof inertia
Fieldmoment
Endsupportreaction
Moments and reaction forces atintermediate supports
M/M0B,K + R/R0
B,K ≤ 1
t
mm
g
kN/m2
Jef,k
cm4/m
MF,K
kN/m
RA,K
kN/m
M0B,K
kNm/m
R0B,K
kN/m
max M0B,K
kNm/m
max R0B,K
kN/m
0.7 0.8 0.9 1.0 1.2
0.0252 0.0288 0.0324 0.0360 0.0432
40.4 46.4 52.0 57.7 69.2
1.20 1.56 1.94 2.30 2.79
9.02 11.8 12.6 13.5 15.9
1.13 1.48 1.99 2.49 2.84
644 841 533 226 322
1.03 1.34 1.63 1.92 2.22
9.21 12.1 12.5 12.9 14.4
Baseco Standing Seam 65 / 410Characteristic Values For Uplift Load
Sheetthickness
Momentof inertia
Fieldmoment
Endsupportreaction
Moments and reaction forces atintermediate supports
M/M0B,K + R/R0
B,K ≤ 1
t
mm
Jef,k
cm4/m
MF,K
kN/m
RA,K
kN/m
M0B,K
kNm/m
R0B,K
kN/m
max M0B,K
kNm/m
max R0B,K
kN/m
0.70.80.91.01.2
27.135.444.653.966.4
1.071.401.862.342.76
8.911.614.717.721.0
1.091.421.862.302.78
15.019.747.374.8
198.0
0.861.131.612.102.67
5.26.89.4
12.114.2
Baseco Standing Seam 65 / 435Characteristic Values For Uplift Load
Sheetthickness
Momentof inertia
Fieldmoment
Endsupportreaction
Moments and reaction forces atintermediate supports
M/M0B,K + R/R0
B,K ≤ 1
t
mm
Jef,k
cm4/m
MF,K
kN/m
RA,K
kN/m
M0B,K
kNm/m
R0B,K
kN/m
max M0B,K
kNm/m
max R0B,K
kN/m
0.70.80.91.01.2
16.9 22.1 28.6 35.1 37.4
0.74 0.96 1.24 1.52 1.89
7.62 9.98 10.4 10.8 11.6
0.829 1.08 1.45 1.82 2.54
14.1 18.4 22.1 25.8 33.1
0.695 0.907 1.14 1.37 2.14
3.98 5.20 6.20 7.20 9.19
= 1.0
= 1.0
= 1.0
= 1.1
= 1.1
= 1.1
γM
γM
γM
γM
γM
γM
11
6. Walkability
Walkability during AssemblyProfiled sheets in the assembly area which are mechanically zipped on at least one side and up to the following spans may be walked on without taking any load-distributing measures:
Baseco Standing Seam 65 / 310Sheet thickness / mm 0.7 0.8 0.9 1.0 1.2
lgr / m 1.60 2.10 2.20 2.35 2.75
Walkability after Assembly
Mechanically zipped profiled sheets up to the following spans may be walked on without taking any load-distributing measures:
Baseco Standing Seam 65 / 310Sheet thickness / mm 0.7 0.8 0.9 1.0 1.2
lgr / m 2.10 2.80 3.30 3.75 3.75
Walkability during AssemblyProfiled sheets in the assembly area which are mechanically zipped on at least one side and up to the following spans may be walked on without taking any load-distributing measures:
Baseco Standing Seam 65 / 410Sheet thickness / mm 0.7 0.8 0.9 1.0 1.2
lgr / m 1.8 2.35 2.65 2.65 2.65
Walkability after Assembly
Mechanically zipped profiled sheets up to the following spans may be walked on without taking any load-distributing measures:
Baseco Standing Seam 65 / 410Sheet thickness / mm 0.7 0.8 0.9 1.0 1.2
lgr / m 2.20 2.90 3.35 3.75 3.75
Walkability during AssemblyProfiled sheets in the assembly area which are mechanically zipped on at least one side and up to the following spans may be walked on without taking any load-distributing measures:
Baseco Standing Seam 65 / 435Sheet thickness / mm 0.7 0.8 0.9 1.0 1.2
lgr / m 1.8 2.35 2.65 2.65 2.65
Walkability after Assembly
Mechanically zipped profiled sheets up to the following spans may be walked on without taking any load-distributing measures:
Baseco Standing Seam 65 / 435Sheet thickness / mm 0.7 0.8 0.9 1.0 1.2
lgr / m 2.20 2.90 3.35 3.75 3.75
Individual, unzipped profile sheets and plastic lighting elements must not be walked on.
12
7. Baseco Standing Seam ( Halter ) Dimensions
8. Characteristic values of the resistance values for brackets, partial safety coefficientγM
Sort 80 mm halter 100 mm halter 120 mm halter 140 mm halter 160 mm halter 180 mm halter 200 mm halter
H 80 mm 100 mm 120 mm 140 mm 160 mm 180 mm 200 mm
Characteristic values for load-bearing capacity of the brackets under pressure
strain ( kN / bracket )
Bracket height (mm) Outer end or center support
80100120140160180200
11.3911.398.604.953.582.120.71
Characteristic holding forces for brackets in the flange ( kN / bracket )
Sheet thickness
mm
Final or intermediate support
Baseco Standing Seam65 / 410
Mixed bridgesAluminium / light
strips
0.70.80.91.01.2
3.624.706.027.349.06
1.501.501.501.50
= 1.1 = 1.1γM γM
13
9. Permitted Load on Standing Seam from Baseco Seam Clip ( s )
The BASECO Roof Standing Seam System is structurally designed to perform in various conditions. It saves time, costs and protects the building. Additional benefits include low energy usage and flexibility in design.
A wide spectrum of accessory features such as Glass Reinforced Concrete (GRC), Glass Reinforced Plastic (GRP), Aluminum Composite Panels (ACP), Solar Panels, Walkways, Handrails, and others can be installed on the top of the standing seam .
Free penetration connection is achieved by the use of extruded aluminum clips, which clamp over the seam of the panel using stainless steel bolts. This safely transmits the loading to the back of the substructure. All design possibilities are studied and designed by our Engineering Team to comply with the Architectural requirements of the building.
≤1.0 1.1 1.2 1.3 1.4 1.5 1.6 1.7 1.8 2.0 DV 0.65 0.63 0.60 0.58 0.55 0.53 0.50 0.47 0.45 0.40 ZV 1.07 1.02 0.97 0.91 0.86 0.81 0.76 0.70 0.65 0.55 HQV 0.98 0.94 0.90 0.86 0.83 0.79 0.75 0.71 0.67 0.60 HLV 1.34 1.34 1.34 1.34 1.34 1.34 1.34 1.34 1.34 1.34 DV 0.74 0.69 0.69 0.66 0.63 0.60 0.57 0.54 0.51 0.46 ZV 1.22 1.10 1.10 1.04 0.98 0.92 0.86 0.80 0.74 0.62 HQV 1.12 1.03 1.03 0.99 0.94 0.90 0.86 0.81 0.77 0.68 HLV 1.54 1.54 1.54 1.54 1.54 1.54 1.54 1.54 1.54 1.54 DV 0.84 0.80 0.77 0.74 0.71 0.68 0.64 0.61 0.58 0.51 ZV 1.38 1.31 1.24 1.17 1.11 1.04 0.97 0.90 0.84 0.70 HQV 1.26 1.21 1.16 1.11 1.06 1.01 0.98 0.91 0.86 0.77 HLV 1.73 1.73 1.73 1.73 1.73 1.73 1.73 1.73 1.73 1.73 DV 0.93 0.89 0.86 0.82 0.79 0.75 0.71 0.68 0.64 0.57 ZV 1.53 1.46 1.38 1.31 1.23 1.16 1.08 1.01 0.93 0.78 HQV 1.40 1.35 1.29 1.24 1.18 1.13 1.07 1.02 0.96 0.85 HLV 1.92 1.92 1.92 1.92 1.92 1.92 1.92 1.92 1.92 1.92 DV 1.12 1.07 1.03 0.99 0.94 0.90 0.86 0.81 0.77 0.68 ZV 1.84 1.75 1.66 1.57 1.48 1.39 1.30 1.21 1.12 0.94 HQV 1.68 1.61 1.55 1.48 1.42 1.35 1.28 1.22 1.15 1.02 HLV 2.30 2.30 2.30 2.30 2.30 2.30 2.30 2.30 2.30 2.30
Load case DV Vertical downward (compression) force perpendicular to the Baseco seamLoad case ZV Vertical upward (tensile) force perpendicular to the Baseco seam Load case HQV Horizontal (compression or tensile) force transverse to the Baseco seamLoad case HLV Horizontal (compression or tensile) force parallel to the Baseco seam
The above permitted loads include partial safety factors for load γF = 1.5 and for material γM = 1.1
Permitted load on Baseco seam from Baseco seam clip(s) - (kN)Baseco
thickness (mm)Span of Baseco (m)Load
case
0.70
0.80
0.90
1.00
1.20
14
10. Roof Expansion Value
Surface type Temperature(0C) Expansion Movement(mm/LM)
Mill finish/stucco 40 ~ 50 1.0
Light color 40 ~ 50 1.0
Deep color 70 ~ 80 1.5
Typical Fixpoint Instruction
15
11. BS65 Typical
STANDING SEAM PROFILE(TOP SHEET)
ROCKWOOL INSULATION
VAPOUR BARRIER
ALUMINIUM EXTRUDED HALTER
WITH THERMAL PAD
I BEAM
HOT ROLLED SECTION
LINER DECKING
STANDING SEAM PROFILE(TOP SHEET)
ROCKWOOL INSULATION
VAPOUR BARRIER
ALUMINIUM EXTRUDED HALTER
WITH THERMAL PAD
ROOF PURLIN @ 1500MM C/C
LINER DECK OMEGA PROFILE @ 1200 MM C/C
TSSC Baseco - Liner Deck Roof System ( Purlin Roof With Omega )
TSSC Baseco - Deck Roof System ( Rafter Roof )
16
STANDING SEAM PROFILE(TOP SHEET)
ROCKWOOL INSULATION
VAPOUR BARRIER
ALUMINIUM EXTRUDED HALTER
WITH THERMAL PAD
ROOF PURLIN @ 1500MM C/CLINER DECK
TSSC Baseco - Liner Deck Roof System ( Purlin Roof )
17
Gable Details
Ridge details
18
Valley Gutter Detail
19
Gable Accessories
Roof Ridge Accessories
Valley Gutter Detail
20
Standing Seam Clamp
21
Easy Rolling
22
Notes
23
Recommended