HomeMy WebLinkAboutProduct Approval- Roof DeckFL #
Model, Number or Name
Description .
27402.1
Hampton Rib Roof Panel
Hampton Rib Roof Panel over Open framing
Limits of Use
Installation instructions
Approved for use in-HVHZ: No
FL27462 R2 1I Hampton Rib Roof Panel DRAFT sealed:pdf
Verified By: Johnathan E Green, P.E. 88223
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Created by Independent Third Party: Yes
Design"Pressure: +54.7 psf/-57.3 psf
Evaluation.Reports
Other: See evaluation report for various design pressures
FL27402 'R2 AE' Hampton'Rib Roof Panel'DRAFT sealed:pdf
Created ,by 'Independent Third Party: Yes -.
Install per Manufacturer's details. 'Not for use in HVHZ Zones.
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Phone: d2$1) 540-6603 FAX: (281) §4049.06
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Compliance Statement:,
The product as described in this report has- demonstrated compliance with the
Florida Building Code 2020,'Sections 1504:3,2, 1504.7.
Product Description:
'Hampton -Rib 26 Ga. and 29 Ga., Steel Roof Panel, 36" Wide, through fastened
structural roof panel. Structural Application.
Panel Material/Standards:
Material: .
26 Ga. Steel, ASTM A792 or ASTM A653 G90 Grade 50
29 Ga. Steel, ASTM A792 or ASTM A653 G90 Grade 80
.
Conforming to Florida, Building Code 2020 Section 1507.4.3. Optional paint finish.
Corrosion Resistance: Panel Material shall comply with Florida Building Code
2020, Section 1507.4.3.
Panel Dimension(s):
Thickness: 26 Ga.: 0.0185" min. order thickness
'29 Ga.: 0.0142.' min: order thickness
Width:.. 36" maximum coverage _. .
Rib Height: " Y" major rib at 9" O.C:
Panel'Rollforineri MRS Metal Rollforming Systems
Panel Fastener:
#12-14 xY." HWH.SD#3 with 14mm neoprene bonded washing or approved equal.
Corrosion Resistance: Per Florida Building Code 2020, Section 1507.4:4:'
Substrate Description:
Minimum 14 Ga. (Grade 50)"Steel framing,_Minimum-16 Ga. (Grade 50)"Steel
framing, orMinimum 18 Ga. (Grade'50) Steelframing,, See Table A & B for steel:•
gauge. Framing must be designed: in accordance.w/ Florida Building Code 2020.
Allowable Design Pressures:
Table "A" 26 Ga. Hampton Rib Roof Panel
MaximuniDesignPressurei
=57.3,psf -
-72.9psf ...
-67.7p4•,
+4.E9•psf
+54,7psf
Panel Fastener Pattern:
2-1-24
2-1-2-1
2-1-2-1
2 1-2-1
2-1-2-1
Panel Span:
5'-D" O.C.
4'-0" D.C.. "
4'-0" :O.C. :
5'-0"• O.l:.
4'-d" b.C:
Substrate:
Min.14 Ga.
-Steel Framing
Min.14 Ga.
Steel Framing
Min. 14 Gat
Steel Framing-
Min.18 Ga.-
Steel Framing
Min; 18 Ga. '
Steel Framing
*Design Pressure Includes a Safety Factor='2.0.. .
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Maximum Design Pressure:
-57.3 psf _
-150.9 psf
+39;0 psf
+143:1 psf. :.
Fastener Patten:
Fa'stener.Spacing:.
4'-W O.C.
Y-01'. D.C.
4'-0" O.C.
2'-0" O.C. ,
*Design Pressure includes a Safety
Factor = 2.6.
Code Compliance:
The prod uctdescribed. herein has demonstrated compliance with
The.Florida Building Code 2020, Section' 1504.3.2, 1504.7.
Evaluation Report Scope:
The product evaluation is limited to compliance with the structural wind load
requirements of the Florida. Building Code 2020, as relates to Rule 61G20-3. .
Performance Standards:
The product describedherein has demonstrated compliance with:' . .
■ ASTM E 1592-05 (2012) Test method for structural performance of
sheet -metal. roof and siding systems by uniform:static air'pressure '
difference.
■ FM 4471-92 - Foot Traffic Resistance Test
' •Reference Data:
1. ' ASTM E 1592=05 (2012) Test
Force Engineering & Testing, Inc. (FBC Organization # TST-5328)
Report No. 667-0060T-18A-E, 667.W61T-18A-D
2. FM,4471-10, Section 4.4 Foot Traffic Resistance Test
'Force Engineering & Testing; Inc. (FBC Organization # TST=5328)
Report No. 667-0060T-18F, 657-0061T-18E
3. .Certificate of Independence
By Johnathan Green, P.E.. (No. 88223) @ Force,Engineering &.Testing
.(FBC Organization # ANE ID:12901
Test Standard Equivalency:
1: The FM 4471-10, Foot Traffic Resistance test standard is equivalent to
FM 4471-92. -
Quality Assurance Entity:
-,The manufacturer has established compliance of roof panel products in
accordance with the Florida Building Code,and Rule 61G20-3.005 (3) for
manufacturing under a quality assurance program audited byan approved
quality assurance entity.
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19530,R:Incblciftxx] Driee .
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Phulse: (281)540-6603 FAX: (381)540'9960
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Minimum. Slope Range:.
..Minimum Slope shall comply with Florida Building Code 2020, including Section '
1507.4.2 and in accordance with Manufacturers recommendations. For slopes
less than 3.12, lap sealant must be used. in the panel side laps..
Installation: •,
Install per manufacturer's recommended details.
Insulation:
Manufacturer's approded product (Optional) "
"Roof Panel Fire Classification:
Fire classification is not part of this acceptance:
Shear Diaphragm:' •
Shear diap4mgm values are outside the scope of this report.
Design Procedure: ..
Based on.the:dimensions ofYhe structure, appropriate.wind loads are .
determined using Chapter 16 of the Florida Building Code 2020 for. roof cladding
wind loads. These component wind loads for roof cladding are compared to the
allowable pressure listed above. The design.pro_fessional shall select the. ,.
appropriate erection details to reference in his drawings for proper fastener
attachment to his.structure and analyze the panel fasteners for pullout.and '.
pullover.. Support framing must be in compliance with Florida Building Code 2020
Chapter 22 for -steel, and Chapter 16 for structural loading.
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