HomeMy WebLinkAboutEVALUATION REPORT - ROOF DECK:i'orccEagenecruig TestisigJnc.
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FL# 6596.1 RS
Produce: Evaluation Report
CAROLINA CARPORTS, INC.
26 Ga, AG Roof Pdnel ®der open firaming
Florida Product Appro�r� at # 6596A R5
Florida Building Code 2017
Per Rule 6I5203
Method.- 1-D
Category: Structural Components
Subcategory: -Roof Deek
Compliance Method; 61GZtY-4.005(i'(d),
NON HVHZ �
Praduet RAanufacturert
Carolina Carpoits, Inc.
187 Cardinal Ridge Trail
Dobson, NC 27017
Engineer Evaluatort
Terrence E. Wolfe, P.E. # 449Z3
Florida Evaluation ANE ID:1920
Validator
Brian 1aks P.E. #70159
Contents:
Evaluation Report Pages 1-4
SCANNSCO
By
St Lucie Count
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STATE OF
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Aumtlst 14, 2017
rFo,ce- Engineering 8--. Tesdng, Inc-
1953Et.fimntitesvoodl]iivc
Uumblc;TX 77338
Compliance Statement: The ,product as described In this report, has demonstrated compliance with the
Florida Building Code 2017, Sections 1504.3;2;1564.7.
Product Description: AG Roof Pane(; 26 Ga Steen 36" Wide, thrasrgli fastened structural roof pane(:
Structural Application.
Panel Material/Standards; Material: 26 Ga. Steel, ASTM A792 orASTM A653 G90'conforming to Florida
8ui(d(ng Code 2d17 Section 1507.4.3. Optional paintliin€sh.
Yield Strength: No, 89.0 ksl'
Corrosion Resistance: Pastel Material shut( cdn*iy with Florida Building Cade
2017, Seetian.1507.4.3.
Panel Dimension(s)- Thickness: 0:01850 min, orderthickness
Width: 36" masitiium coverage
Rib Height: '!" mayor rib at 0" O.C.
Panel Railfarmer. MRS Metal RollfarmingSystems
Panel Fastener: 412--14 x'Yl' HWH SDIl3 with 5/8" (16mm) diameter sealing washing or approved
equal.
Corrosion Resistance: Per Florida Building Code 2017, Section 1507.4:4.
Substrate Description Minimum 14 Ga. (Grade 56) Steel tube framing or Minimum 18 Go. (Grade 50)
steel hatchannel purlins/gue. ts: SeTalrle A.for steel gauge. Framing must be
designed in accordance w/ Florida Building Cade 2017.
Allowable Design Pressures:
T..dr.. LA°°
M34MUm Design Pressure:
-59.9pst
-62.5 psi
.83.3 psf
+46.3 or
+57.3 psf
Panel Fastener Patten:
2-1=2-1
2-1-2-1
Z-1-2-1
2-1-2-1
2-1-2-1
Panel Span:
S'-o' O.C.
4'-OP O.C.
4'-0' O.C.
S'=W O.0
4'-V' O.C.
Substrate:
Mtn.14 Ga.
Steel Framing
Min.18 Gac Steel
Framing
Min. 14 Ga. Steel
Framing
Mill. IS Ga.
Steel Framing
Min.18 Ga.
Steel Framing
FIA 65961 RS
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195�0 Eizcnbte�vuod Drivc
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Code Compliance:
The praduct. described herein has demonstrated compliance with
The Florida Buliding'Code 2017, Section 1504.3.201504.7.
Evaluation tteportScope,
The product evaluation Is limited to eompliance.with-the structural wind load
requirements of the: Florida Building Code 2017, as relates to Rule 61G20-3.
Performance Standards:
The product described herein has demonstrated compliance with:
• ASTM E1592-05(2012) Test methadfor structural performance of
sheet metal rodf aril siding systerns.by uniform static air pressure
difference
• FM4471.-92-FootVaffieResistanceTest
Reference Data:
1. ASTM E 1592-Q5,Test
Force Engineering &Testing, inc. (FBC Organization #f TST 5328)
Report No,183-0063T-IGA-E
2. FM 4471=;SO,Section4.14 FootTraffic Resistance Test
Force Engineering &testing, liic. (FBC Organization t#TST-5328)
Report No.193-010gT 12; & 183-0142T-15
3. Certificate.of independence
By Terrence E. Wolfe, P.E. (No. 44923) @ Force Engineering. & Testing, inc.
(FBC Organization €f ANE ID:1520)
Test Standard Equivalency:
The ASTM E 1592-05 test standard is equivalentto the ASTM E 1592-05 (2012)
test standard,
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 (%for
manufacturing under a quality assurance program audited by an approved
quality assurance entity.
iiifiinimumSlope Range: Minimum Slope shall comply with Florida Building Code 2017, 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.
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lFiUmble,I* 77336
Insulation: Manufacturer's approved product (Optiong1I
Roof Panel Fire Classification: Fire classificationis not part of this acceptance.
Shear Diaphragm: Shear diaphragm values are outside the scope of this report.
Design Procedure: Based an the. dimensions of the structure, appropriate wind loads are
determinei using, Chapter 16 0$ the Florida Building Code 2011 for roof cladding
wind loads.'i'hese compopentwind toads for roof cladding,are compared to the
allowable pressure listed above. The design professional shall selectthe
appropi-fate eiectiori detafts to reference.in his drawings,forpraperfastener
attachmentto his structureand analyze the panel fasteners far pullout and
pullover. Support framing muss be in compliance with Florida Buildingtode 2017
Chapter 22 for'steel, and :Chapter 16 fdr structural loading.
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