HomeMy WebLinkAboutEVALUATION REPORT - ROOF DECKForce Eligineciing &;Testing, Inc:
19530 Rainblmaod Drive
$uinblc,TX 77338 '
Product. Evaluation: Report,
CAROLINA.ORPORTS,.III C •'
26 Gar. AG:Rbof.Pane! otier open"framing
Florida Product Approval #'6596.1 R5
:Florida Building Code 2017
Per Rule 616310-3
Method: 1 "D
category: Structural Components
Subcategory: Roobeck
Compliance Method: 61G20;3.005(1)(d)
NON HVHZ'
Product Manufacturer:
Carolina Carports, Inc.
187 cardinal Ridge.Trail
:Dobsor, NC 27017
Engineer Evaluator:
Terrence E.-Wolfe, P.E. # 44923
Florida Evaluation ANE ID:1920
'Validator:
Brian Jaks P.E. #70159
Contents:
Evaluation Report Pages 1-4
u i I i I i+�4
SuQ'' b' C E k.S
^+ STATE OF •a
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FL# 6596.1 R5
August 14, 2017
Force Engineering &7Testing& Inc:
-19530 itzmbieW 0ri4c.
Humbl0,1* 77338
Compliance Statement: The product as deseribed'in this report -has demonstrated compliance With the
Florida Buildirg Code 2D17, Sections 15C4.3.2;1504.7.
Product Description: AG Roof Panel, 26' Ga. Steel,- 36" Wide, through fastened'siructural roof panel.'
Structural Application. '
Ponel,Material/Standards: :. Material:.26 Ga. Steel, ASTM A792 or ASTM A653 G90 conforming to Florida
Baiiding6de2017•Section 1507.4.3. Optional painthnish.
Yleld Strength: Min: 80.0 ksi .
Corrosion Resistance: Panel Material shall comply with Florida Building Code
2017; Section 1567.4:3:
Panel Dimension(s): Thickness: 0.0185" min. order thickness
Width: 36" maximum coverage
Rib Height: '%" major rib at 9".O.C.
Panel Rollformer: MRS Metal Rollforming Systems
Panel Fastener: : #12-14 K %"-HWH SDii3 with 5/8" (16mm) diameter sealing washing o ' approved
equal.
Corroslon Resistance: PenFlorida Building Code.2017, Section 1507.4.4.
Substrate Description: .-MlnimtiM 14 Ga. (Grade 50) Steel tube framing or Minimum 18 Ga. (Grade 50)'
Steel hat channel purlins/gins: See Table A for steel. gauge.. Framing must be
designed in accordance w/ Florida Building Code 2017.
Allowable Design Pressures:
Maximum Design Pressure:
-50.9 psf
-62.5 psf
-83.3 Psi
+46.8 psf
457.3pi
Panel Fastener Pattern:
2-12-1
2-1=2-1 ..
2-1-2-k .
2-1-2-1
2-1-2-1
P.anel'Span:
5' 0" O.C.
4'-0" O.C.
4'-0" O.C.
5'-0" O.C.
4-0" O.C.
Substrate:
Min. Ga.
Steel Framing
Min.18 Ga. Steel,
Framing
Min, 14 Ga. Steel
Framing
Min.18 Ga.
Steel Framing
Min.18 Ga.
Steel Framing
-ues:gn Pressure mcm0es a satety Factor= z;u.
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Code Compliance.:,, the product described herein has as demonstrated d compliance with
The Florida Building Code 2617, Section 1504.3.2,15041.
6alwtloh RdpoitSco* The prdd(j.d evaluation is limited to ead'ipilake With the structural Wind [dad
requirements of the Florida Building Code 2017; as relates to Rule 6IG-20-3.
'Performance Rificlards: The product described herein has demonstrated compliance with:
■ 'ASTM E 1592-05 (2612)'Test method for structural performande of
sheet metal roof and siding iy9temi by Uniform static air pressure
difference-
FM.4-471-92!- Foot Traffic Resistance Test
Refefe,fice-Data: L. ASTM E 1502-05 Test
- Force Engineering &Testing, Inc. (FBC-0rk5fiIzationVTS7; 5328)
Report No. 183-0063T-16A-E
FM 'Secti �14ii-10, an 4.4 Foot Traffic Resistance Test
Force Engineering & Testing, Inc. (FBC Organization #TSTs-5328)
Rep6rtNd;'183LO109T-12,-&183-0142T-15
3. Certificate of Independence
By Terrence E. Wolfe, P.L (Po. 44923) @ Force Engineering & Testing, Inc.
(FBC Organization ft ANE 10: 1920)
Test Standard Equivalency: The ASTM-E 1592-65 test standard is equivMda to the ASTM E 1592-05 (2012)
test standard:
The FIVIA411-10, Foot Traffic Resistanceiest standard is equivalent to
FM 4471-92.
Quality Ass.ut-;3nce Entity.- The manufacturer has established. compliance of roof panel products in
Minimum Slope Range:
Installation;
FL# 6596.1 R5
accordance with the Florida Building Code and'Rule 6IG20-3.2005 (3) for
manu ' facturing u.ndera qualitVassurance program audited by an approved
quality assurance entity.
Minimum Slope shall comply with Florida Building Code 2017, including Section
1507.4.2 and In accorclanc e with Manufacturers recommendations:. For slopes
less than 3:1.Z, lap sealant .'must be used in the panel side. laps.
Install pet manufacturer's recommended details.
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STATE OF :kr
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August 14, 2017
Force Engineering &.Testing Inc.,
19539 Ramblcwuad Driic
Hurnb1c,374C71,3X . '
Insulation: Manufactuirer'sappfgved product (optional)
Roof. Panel Fire Classification: Fire classification is not part of•this acceptance.
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 2617 for roof cladding
wind loads'. These component wind loads for roof cladding are compared to the
allowable pressure listed above. The.design professional shall selectthe
appropriate erection details to reference ;in his drawings for proper fastener.
attachment to his structure, and'analyzethe panel fasteners for pullout and.
pullover: Support framing must be in compliance with Florida Building Code 2017
Chapter 22 for steel; and Chapter 16 for structural loading:
FL# 6596.1 R5
,'���curtr��ill
�'a • STATE OFODA.
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August 144, 2017
PANEL'FASTENER'2=1-2 1 PATTERN,
.... ....
`-GIN. 18 GA'. (GRADE 50) STEEL HAT' CHANNEL 'FRAMO,
OR MIN., 14 CA: (GRAOE 50); SEE TUBE FRAMING ��12-14 z 3/4' NIIH SD#j VI/ 5/B" (16mm) OViI.IETER SEALNG V?A§ ...'
(SEE TABLE A FOR SPACING)
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August 14, 2017