Assembly No.: | 1326-A-PVC Duro-Last/Duro-Tuff- MA12/60 - TGFY7.R10128 - #7 |
Assembly Owner: | Duro-Last inc |
Reference link: | https://iq.ulprospector.com/en/profile?e=224249 |
Security Factor | Observed On Test |
---|---|
-2.1 KPA ( -43 PSF ) | -3.1 KPA ( -64.5 PSF ) |
Roof System | System Type | Deck Type |
---|---|---|
MONO | MARS | Steel |
Duro-Last inc | PVC Duro-Last |
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Attachment Pattern | |||
Duro-Last inc |
#15 Screws Duro-Last EHD and Duro-Last Poly-plates or Cleat Plates
12'' o.c. in 3'' factory seamed fastening tabs, spaced 60'' o.c.
Minimum resistance yield is 145 kg (320 bf)
|
Mechanically Attached |
Duro-Last inc | PVC Duro-Tuff |
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Attachment Pattern | |||
Duro-Last inc |
#15 Screws Duro-Last EHD and Duro-Last Poly-plates or Cleat Plates
12'' o.c. in 3'' factory seamed fastening tabs, spaced 54'' o.c.
|
Mechanically Attached |
Duro-Last inc | Duro-Guard EPS FGF |
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Attachment Pattern |
Duro-Last inc | Duro-Guard EPS Type II |
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Attachment Pattern | |||
Duro-Last inc |
#14 screws Duro-Last HD and Duro-Last 3'' Metal Plates
6 fasteners / 4'x 8' (1 / 5.3 ft.sq.)
|
Mechanically Attached |
Duro-Last inc | Duro-Guard ISO II H |
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Attachment Pattern | |||
Duro-Last inc |
#14 screws Duro-Last HD and Duro-Last 3'' Metal Plates
6 fasteners / 4'x 8' (1 / 5.3 ft.sq.)
|
Mechanically Attached |
Duro-Last inc | Duro-Guard ISO II-G |
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Attachment Pattern | |||
Duro-Last inc |
#14 screws Duro-Last HD and Duro-Last 3'' Metal Plates
6 fasteners / 4'x 8' (1 / 5.3 ft.sq.)
|
Mechanically Attached |
Seaman Corporation (FiberTite) | DURO-Guard ISO III-H |
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Attachment Pattern |
Duro-Last inc | Duro-Guard ISO-II-A |
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Attachment Pattern | |||
Duro-Last inc |
#14 screws Duro-Last HD and Duro-Last 3'' Metal Plates
6 fasteners / 4'x 8' (1 / 5.3 ft.sq.)
|
Mechanically Attached |
Duro-Last inc | Duro-Guard ISO-III-A |
---|
Attachment Pattern | |||
Duro-Last inc |
#14 screws Duro-Last HD and Duro-Last 3'' Metal Plates
6 fasteners / 4'x 8' (1 / 5.3 ft.sq.)
|
Mechanically Attached | |
Generic |
Loose laid / en indépendance
If top insulation is held and mec.attached
|
Independance |
Duro-Last inc | Duro-Last Vapor Barrier |
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Attachment Pattern | |||
Generic | Self-Adhered / Auto collante | Fully Adhered |
Georgia-Pacific Gypsum | DensDeck Prime 1200 mm x 2440 mm x 6.4 mm (4' x 8' x 1/4") |
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Attachment Pattern | |||
Generic | Loose laid / en indépendance | Independance | |
Generic | See manufacturer / Voir manufacturier | Adhered | |
Generic | See manufacturer / Voir manufacturier | Mechanically Attached |
Generic | Steel min. 22 MSG and min. yield strength 40 ksi |
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Attachment Pattern |
The Central roofing reference did not realize any kind of tests and the results mentioned here, either it has carried out checks for accuracy. It offers no guarantee in that regard.
Each issued resistance result represents a specific assembly of a dynamic test laboratory ISO 17025 recognized and accredited according to the requirements of CSA A123.21.
The results should be read, seen and used in their entirety without any changes or substitutions of products or methods.
For equity products, no substitution or other change can not be done without a rigorous analysis according to specific requirements and validated by the Central roofing reference.
The optional products are optional; they do not affect in any way the result insofar as the anchor method is followed.
All terms used in this document such as "Ribbons" are terms that are part of the product technical reference and use in standard testing studied.
All the assembly data represent dynamic test results of roofing systems assembly; the assembly sheets are valid as per the manfacturer technical department keep those active and or, re-evaluations are planned to revise from the original date of the test.
It must be calculating -0.1 kPa (-0.015 psi) as the weaker result, everything bellows like -0.2 kPa (-0.03 psi) are stronger uplift wind resistance.
The Central Roofing Reference can not be held liable for any claim by the manufacturer in relation to the identification and CSA reserves the right to remove without notice and the specifications of the assembly.
This technical data assembly sheet is produce by Central Roof Reference, with copyright and subject to the Quebec legislation. All readers of this data sheet must insure themselves that she’s up to date and that she’s wasn’t avoid nether replace by a recent one. To validate, you must consult the Central Roof Reference website http://www.crt-csa.ca or to communicate with us by mail at info@crt-csa.ca