HomeMy WebLinkAboutProduct Approval 10-9-17RECEIVED 08/31/2017 02:26PM
Aug 31 17 01:16p HIGHLAND HOMES 7723881411 p.1
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Force ET1gdinceritig & Testing Inc. l j
19530RnmbluwaodDrive '
Humbla,T%777353
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I" Nail Strip, 24 Gm 16" ~Aide Rood Ponel over 15132" Plywood
[Florida Product Approval ## 17796.4
Florida Building Code 2014
Per Rule 61G20-3
Method: 1-13
Category: Roofing
Subcategory: Metal Roofing
Compliance Method: 61620-3.005(1)(d)
NON HYHZ
Product Manufacturer:
Atlantic Metal 11 of Vero Beach, Inc.
4020 43rd Avenue
Vero Beach, Florida 32960
Enr!ineer Evaluator:
Terrence E. Wolfe, P.E. # 44923
Florida Evaluation ANE ID: 1920
Validaton
Locke Bowden, P. E., FL #49704
9450 Alysbury Place
Montgomery, AL 36117
Contents:
Evaluation Report Pages 1-4
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1,11" Force Enaineeiing & Testing Inc. f
19530 Ramblewood Drive '
H%mlblc,T_X 7733E
Compliance Statement:
The product as described in this report has demonstrated compliance with the
Florida Building Code 2014, Sections 1504.3.2.
Product Description:
1" Nailstrip Roof Panel, 24 Ga. Steel, 16" Wide, Roof Panel attaching to 15/32"
APA Plywood decking. Non-structural Application.
Panel Material/Standards:
Material: 24 Ga. Steel conforming to Florida Building Code 2014 Section 3.507.4.3
Yield Strength: Min. 50.0 WE
Corrosion Resistance: Panel Material shall comply with Florida Building Code
2014, Section 1507.4.3
Panel Dimension(s):
Thickness: 0.024"
Width. 16" max coverage
Female Rib: 1" tall
Male Rib: '/<" tall rib w/ slotted strip.
PanelSeam: Snap Lock
Panel Fastener.
Through Panel Slot: (1) #10-13 x 1" GP Pancake Type A
In Pan of Panel: (2) #10-11 x 1" Eclipse Head Type A
Y" minimum penetration through plywood
Corrosion Resistance: Per Florida Building Code 2014, Section 1506.6,1507.4.4
Substrate Description:
Min.15/32" thick, APA Rated plywood over supports at maximum 24" D.C.
Design of plywood and plywood supports are outside the scope of this
evaluation. Substrate must be designed in accordance wJ Florida Building Code
2014.
Design Uplift Pressures:
FL# 17796.4
Table •'A•'
Maximum Total Uplift Design Pressure:
59.75 psf
101.0 psf
153.5 psf
Panel Slat Fastener Spacing:
16" O.C.
6 W O.C.
6 Y" O.0
Panel Pan Fastener Spacing:
NA
NA
12" O.C.
*Design Pressure includes a Safety Factor= 2.0-
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June 11, 2015
Aug 31 1701:17p HIGHLAND HOMES
KEGE1VED 08/31/2017 02:26PM
7723881411 p.3
Force Engineering & Tesdng Inc.
" 19530 Ramble«ood Drive
Humble; TX 77338
Code Compliance:
The product described herein has demonstrated compliance with
The Florida Building Code 2014, Section 1504.3.2.
Evaluation Report Scope:
The product evaluation is limited to compliance with the structural wind load
requirements of the Florida Building Code 2014, as relates to Rule 61G20-3.
Performance Standards:
The product described herein has demonstrated compliance with:
o UL 580-06 -Test for Uplift Resistance of Roof Assemblies
o UL 1997-04 - Uplift Test for Roof Covering Systems
• TAS 100-95 - Test Procedurefor Wind and Wind Driven Rain Resistance
of Discontinuous Roof Systems
Reference Data:
1. UL 580-94 / 1897-98 Uplift Test
Force Engineering & Testing, Inc. (FBC Organization #TST 5328)
Report No. 72-0314T-06*, Dated 03/24/2007
2. TAS 100-95
Farabaugh Engineering & Testing, Inc. (FBC Organization it TST-16541
Report No. T158-071, Dated 04/05/2007
3. Certificate of Independence
By Terrence E. Wolfe, P.E. (No.44923] @ Force Engineering & Testing, Inc.
(FBC Organization #LANE ID: 1920)
Test Standard Equivalency:
1. The UL 580-94 test standard is equivalent to the UL 580-06 test standard.
2. The UL 1897-98 test standard is equivalent to the UL 1897-04 test standard.
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 by an approved
quality assurance entity.
Minimum Slope Range:
Minimum Slope shall comply with Florida Building Code 2014, including Sections
1507.4.2 and in accordance with Manufacturers recommendations.
onstallation: Install per manufacturer's recommended details.
Underlayment: Self -adhered roofing underlayment minimum 40 mil thickness.
Roof Panel Fire Classification: Fire classification is not part of this acceptance..
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RECEIVED 08/31/2017 02:26PM
7723881411 p.4
+ Force Engineerring & Testing Inc. I`
"+ 19530 Ramblewood Drive
I.I omblc,TX 77338
Shear Diaphragm: Shear diaphragm values are outside the scope of this report.
Design Procedure: Based on the dimensions of the structure, appropriate wind loads are
determined using Chapter 16 of the Florida Building Code 2014 for roof cladding
wind loads. These component wind loads for roof cladding are compared to the
allowable pressure listed above. The design professional shall select the
appropriate erection details to reference in his drawings for properfastener
attachment to his structure and analyze the panel fasteners forpullout and
pullover. Supportfrdming must be in compliance with Florida Building Code 2014
Chapter 22 forsteel, Chapter23 for wood and Chapter 16 forstructural loading.
`The Test Reports are owned by Metalforming, Inc. Metalforming, Inc. gives the above manufacturer permission to
use these test reports.
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TYPE 1 FASTENER PATTERN (SEE LOAD TABLE
16"
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15/32" PLYWOOD L#10-1,3 x I" GP TYPE A PANCAKE
W/ GRACE ICE ,g WATER SHIELD SEE LOAD TABLE FGR SPACING
OVER ENTIRE ROOF DECI<
TYPE 2 FASTENER PATTERN (SCE LOAD l'ABLE)
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r'r I O-1 3 x 1" TYPE A PANCAKE
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15/32" PLYWOOD
W/ GRACE ICE & WXrER SHIELD
OVER ENTIRE ROOF DECK
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(2) 1110-11 X I" ECLIPSE HEAD @ 1 2" O.C.
PER PANEL
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