HomeMy WebLinkAboutAPPROVED, 2021PATCMLOKFarce Engineering & Testing
19530 Rambles pod Drive
Ilumhle. Teas 77338
Phone: (28,15,40.6603 FAX: (281)540-9966
Wehsite. srntir.forceYenginccringte�sting.cum
Product Evaluation Report
TRI COUNTY METALS
Min. 24 Ga. TCM-Lok Roof Pane! over 15/32" Plywood
Florida Product Approval # 4595.14 R5
Florida Building Code 2020
Per Rule 61920-3
Method: 1—D
Category: Roofing
Subcategory: Metal Roofing
Compliance Method: 61G20-3.005(l)(d)
NON HVHZ
Product Manufacturer:
Tri County Metals
3015E 16th Street
Trenton, Florida 32693
Engineer Evalu tor:
Johnathan Green, P.E. #88223
Florida Evaluation ANE ID: 12901
Validator•
Briars Jaks P.E. #70159
Contents:
Evaluation Report Pages 1-4
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a NO 88223 + 1
OCT 02 2020
FL# 4595.14 R5
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.
Force Engineering & Testing i
195-10 Ramblev wd Drive
Humble. Texas 77338
Phone: (28 1) 540-6603 FAX: (281)540-9966
Wcbsile: vn w1orceengineeringtesting.com
Compliance Statement:
The product as described in this report has demonstrated compliance with the
Florida Building Code 2020, Sections 1504.3.2.
Product Description:
TCM-Lok Roof Panel, Min. 24 Ga. Steel, 16" coverage, over one layer of asphalt
shingles (optional) over min. 15/32" APA Plywood decking. Non -Structural
Application.
Panel Material/Standards:
Material: Min. 24 Ga. Steel, conforming to Florida Building Code 2020 Section
1507.4.3. Paint finish optional.
Yield Strength: Min. 50.0 ksi
Corrosion Resistance: Panel Material shall comply with Florida Building Code
2020, Section 1507.4.3.
Panel Dimension(s):
Thickness: 0.0225" Minimum
Width: 16" maximum Coverage
Female Rib: 15/16" tall
Male Rib: 23/32" tall rib w/ slotted strip
Panel Seam: Snap Lock
Panel Fastener: Through Panel Slot: (1) #10-12x 1" Pancake Type A
Y." minimum penetration through plywood
Corrosion Resistance: Per Florida Building Code 2020, Section 1507.4.4.
Substrate Description: One layer of asphalt shingles/felt paper (optional) over min. 15/32" thick, APA
Rated plywood over supports at maximum 24" O.C. Design of plywood and
plywood supports are outside the scope of this evaluation. Substrate must be
designed in accordance w/ Florida Building Code 2020.
Allowable Design Uplift Pressures:
Table"A"
Maximum Total Uplift Design Pressure: 116.0 psf
Fastener Spacing: 5 X. O.C.
"Design Pressure includes a Safety Factor= 2.0.
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OCT 02 2020 '/fj/' A
1 1
FL# 4595.14 R5
ITEM HAS BEEN
ALLY SIGNED AND
ED BY JOHNATHAN
.N ON THE DATE
CENT TO THE SEAL.
COPIES OF THIS
=NT ARE NOT
-RED SIGNED AND
AND THE
JRE MUST BE
7 ON ANY
ONIC COPIES.
Force Engineering & Testing
19530 Ramhlewmai Drive
bumble. Terns 773.38
Phone: (281)540-6603 FAX: (281)540-9)66
website: uivwSarmnginecringtesting.com
Code Compliance: The product described herein has demonstrated compliance with
The Florida Building Code 2020, 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 2020, as relates to Rule 61G20-3.
Performance Standards: The product described herein has demonstrated compliance with:
• UL 580-06 -Test for Uplift Resistance of Roof Assemblies
• UL 1897-2012 - Uplift Test for Roof Covering Systems
Reference Data: 1. UL 580-06 / 1897-04 Uplift Test
Force Engineering & Testing, Inc. (FBC Organization # TST-5328)
Report No. 136-0299T-13
2. Certificate of Independence
By lohnathan Green, P.E. (No. 88223) @ Force Engineering & Testing
(FBC Organization # ANE ID: 12901)
Test Standard Equivalency: The UL 1897-04 test standard is equivalent to the UL 1897-2012 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 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.
Underlayment: Per Florida Building Code 2020, Section 1507.1.1 and manufacturer's installation
guidelines.
Roof Panel Fire Classification: Fire classification is not part of this acceptance.
Shear Diaphragm: Shear diaphragm values are outside the scope of this report.
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FL# 4595.14 R5
REM HAS BEEN
'ALLY SIGNED AND
ED BY JOHNATHAN
:N ON THE DATE
CENT TO THE SEAL.
ED COPIES OF THIS
VENT ARE NOT
DEFIED SIGNED AND
!D AND THE
TURE MUST BE
ED ON ANY
"PICNIC COPIES.
Force Engineering & Testing
195341 Rumble.nod Drive
Humble, Texas 77338
Phone: 1281)-140-6603 FAX: (281)540-9966
Websile: ww v.rurceenginecringtesling.com
Design Procedure: 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 properfastener
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, Chapter 23 for wood and Chapter 16 for structural loading.
ITEM HAS BEEN
"ALLY SIGNED AND
ED BY JOHNATHAN
_N ON THE DATE
CENT TO THE SEAL.
PRINTED COPIES OF THIS
DOCUMENT ARE NOT
CONSIDERED SIGNED AND
SEALED AND THE
SIGNATURE MUST BE
VERIFIED ON ANY
ELECTRONIC COPIES.
FL# 4595.14 R5
Force Engineering & Testing
195.i0 Ramblewmal Drive
Humble. Texas 77338
Phone: 12817 --40-6603 FAX: (231) 540-9966
Website: mmlorceengineeringlesling.com
TCM—LOK 24 GA. ROOF PANEL
16'
mommmmm
15/32" PLYWOOD (1) #10-12 x 1' TYPE A PANCAKE
W/ ONE LAYER OF EXISTING AT 5 1/4" O.C.
SHINGLES/FELT PAPER (OPTIONAL)
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OCT 02 2020'///// AL
FL# 4595.14 R5
THIS ITEM HAS BEEN
DIGITALLY SIGNED AND
SEALED BY JOHNATHAN
GREEN ON THE DATE
ADJACENT TO THE SEAL.
I COPIES OF THIS
:NT ARE NOT
=RED SIGNED AND
AND THE
IRE MUST BE
) ON ANY
DNIC COPIES.