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FL27402-R2
FL Revision
to Application Type 2020
Approved
Code Version
Application Status Approved
Comments
Archived
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RUCEIVED
M n R 15 2020
1
5'T. Lucie County, Permitting
Product Manufacturer
Carports Anywhere
Address/Phone/Email Stark S.E. County Road 221
tarke,Fl ��";,a�•��i'���'F?t't� FOR
(352)468-1116 P LMN C E
badom@carpo,�,a+r
�' �� UCE COUNTY
Brandie Odom ®;$
Authorized Signature bodom@carportsanyvihere.com
BOV
Technical Representative
Address/Phone/Email
Quality Assurance Representative FILE COPY
Address/Phone/Email
Structural Components
Category Roof Deck
Subcategory
Compliance Method Evaluation Report from a Florida Registered Architect or a licensed Florida
Professional Engineer
Evaluation Report - Hardcopy Received
Florida Engineer, or Architect Name who developed the ]ohnathan Green
Evaluation Report
PE-88223
Florida License ,
PRI Construction Materials Technologies, LLC
Quality Assurance Entity
06/23/2023
Quality Assurance Contract Expiration Date
Brian ]aks, P.E.
Validated By
Validation Checklist - Hardcopy Received
FL27402 R2 COI Letter of Certification -Cavorts
Anywhere sea ed.odf
Certificate of Independence
Referenced Standard and year (of Standard)
Standard
Year
2005
ASTM E 1592
1992
FM 4471
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
J
Force Engineering & Testing
19530 Ranibleivoud Drive
1hnnhlc,'1'e:c:ry 77338
Phone: (281)540-6603 F,1X: (281)540.9966
Websile: w�rw.foreeeny inecria►1iyling.cnm
Maximum Design Pressure:
-57.3 psf
-150.9 psf
+39A psf
+143.1 psf
Fastener Pattern:
6".-3"-6"-3"-6"_3"-6"
Fastener Spacing:
•new:".. m,.....,., i__,..�-- - `-`-`-'-_—
4'-0" O.C.
- -
2'-0" O.C.
4'-0" 0_C.
2'-0" O.0
Code Compliance:
Evaluation RepartScape:
Performance Standards:
Reference Data:
t
The product described herein has demonstrated compliance with
The Florida Building Code 2020, Section 1504.3.2,1504.7.
The product evaluation is limited to compliance with the structural wind load
requirements of the Florida Building Code 2020, as relates to Rule 611320-3.
The product described herein has demonstrated compliance with:
u 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
1. ASTM E 1592-05 (2012) Test
Force Engineering & Testing, Inc. (FBC Organization # TST 5328)
Report No. 667-0060T-18A-E, 667-0061T-18A-D
2. FM 4471-10, Section 4.4 Foot Traffic Resistance Test
Force Engineering & Testing, Inc. (FBC Organization # TST-5328)
Report No. 667-006OT-18F, 667-0061T-18E
3. Certificate of Independence
Bylohnathan Green, P.E. (No. 88223) @ Force Engineering & Testing
(FBC Organization # ANE ID:12901
i
Test Standard Equivalency: 1. The FM 4471-20, 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 by an approved
quality assurance entity.
FL# 27402.1 R2
THIS ITEM HAS BEEN
DIGITALLY SIGNED AND
SEALED BYJOHNATHAN
GREEN ON THE DATE
ADJACENT TO THE SEAL.
PRINTED COPIES OF THIS
DOCUMENT ARE NOT
CONSIDERED SIGNED AND
SEALED AND THE
SIGNATURE MUST BE
VERIFIED ON ANY
ELECTRONIC COPIES.
t
Minimum Slope Range:
Installation:
Insulation:
Roof Panel Fire Classification:
Shear Diaphragm:
Design Procedure:
Force Engineering & Testing
19531► Ranrblesmad Drire
Humble. 'remm 77338
1'burtc: 128115411.6603 FAX: (2811340-9966
IYebsile: uutr,foreeenl ineerinllesline.eum
Minimum Slope shall comply with Florida Building Code 2020, including section
1507.4.2 and in accordance with Manufacturers recommendations. Forslopes
less than 3:12, lap sealant must be used in the panel side laps.
Install per manufacturer's recommended details.
Manufacturer's approved product (Optional)
Fire classification is not part of this acceptance.
Shear diaphragm values are outside the scope of this report.
Based on the dimensions of the 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 professional 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.
FLO 27402.1 R2
THIS ITEM HAS BEEN
DIGITALLY SIGNED AND
SEALED BY JOHNATHAN
GREEN ON THE DATE
ADJACENT TO THE SEAL.
PRINTED COPIES OF THIS
DOCUMENT ARE NOT
CONSIDERED SIGNED AND
SEALED AND THE
SIGNATURE MUST BE
VERIFIED ON ANY
ELECTRONIC COPIES.
Force Engineering & Testing
19530 Ilambloyand Drive
thimble.'feus 77.3.18
I'lli'llm (231) 540-6693 FAX: (281) 540-9966
Wvkvile:
2ACA. -HIM-P-101'41119 FALTQ4EP PATTERN L-1-2-1
Z___
`-512 -14 . 5/4' ILA(
79 GA. IIAMPT01,4_11Q FASTERIT ZAI - "-G,, LAL N
AS ITEM HAS BEEN
IGITALLY SIGNED AND
EALED BY JOHNATHAN
BEEN ON THE DATE
)JACENTTO THE SEAL
PRINTED COPIES OF THIS
DOCUMENT ARE NOT
CONSIDERED SIGNED AND
SEALED AND THE
SIGNATURE MUST BE
VERIFIED ON ANY
ELECTRONIC COPIES.
FL# 27402.1 R2