HomeMy WebLinkAboutPRODUCT EVALUATION REPORTIM
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]F'(>'rce Engineering 41: 'Testing
19530 Rumblewood Drive
11LIHIle, Texas 77.11.18
Phone: (401)54("603 FAN: i;:31)540.9966
Website: rvww.rorceengineerlcie_,testing.com
Product Evaluatiori Report
TRI COUNTY METALS
FILE COPY
REVIEWED FOR
CODE COMPLIANCE
ST. LUCIE COUNTY BOCC
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26 Ga. FSR Wall Panel over open framing
Florida Product Approval # 9901.1 R4
Florida Building Code 2020
Per Rule 61G20-3
Method: 2 —B
Category: Structural Components
Subcategory: Structural Wall
Compliance Method: 61G20-3.005(2)(B)
NON HVHZ
Product Manufacturer:
Tri County Metals
301 SE 16th Street
Trenton, Florida 32693
Engineer Evaluator:
Johnathan Green, P.E. #88223
Florida Evaluation ANE ID: 12901
Validator:
Brian Jaks P.E. #7tl;1159
Contents:
Evaluation Report Pages 1— 4
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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.
FL# 9901.1 R4
Force Engineering 'Te;tang
19530 Ranebleu'ood Drive
Humble, Texas 77338
Phone: (281)54i1-6603 FAX: (281}54111-9966
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FILE COPY
REVIEWED FOR
CODE COMPLIANCE
ST. LUCIE COUNTY BOCC
7-7-03 — 4;P-715,
Compliance Statement: The product as described in this report has demonstrated compliance with the
Florida Building Code 2020, Sections 1709.2. P � -.J> 42 -
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Product Description: PBR Wall Panel, 26 Ga. Steel, 36" Wide, through fastened structural structural wall panel.
Structural Application.
Panel Material/Standards:
Panel Dimension(s):
Panel Fastener:
Substrate Description:
Allowable Design Pressures:
Material: 26 Ga. Steel, panel material shall comply with Florida Building Code
2020 Section 1405.2.
Yield Strength: Min. 50,0 ksi
Thickness: 0.0185" min.
Width: 36" maximum coverage
Rib Height: 1-1/4" major rib at 12" O.C.
#12-14 x 1-1/4" HWH SD with sealing washing or approved equal at 12"-12"-12"
fastener pattern. Panel side laps fastened together w/ %-14 x 7/8" HWH SD w/
sealer washer at 20" O.C.
Corrosion Resistance: Per Florida Building Code 2020.
Min. 16 Ga. Steel Framing. Framing must be designed in accordance w/ Florida
Building Code 2020.
Table "A"
Maximum Design Pressure:
-45.0 psf
+55.0 psf
Fastener Pattern:
12"-12"-12"
12"-12"-12"
Fastener Spacing:
5'-0" O.C.
5'-0" O.C.
*Design Pressure includes a Safety Factor = 2.0.
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OCT 01 2020 AL
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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.
FL# 9901.1 R4
FILE COPY
Code Compliance:
Evaluation Report Scope:
7��Le Engineering & Tmn:4ing
W30 Rumblewood Drive
REVIEWED FOR
CODE COMPLIANCE
ll540-66Terns : (2 ST. LUCIE CQUNTY BOCC
Phone: 12t311 S4(1•G403 I�A`C: (281) b-0lt•99(i(i
wcbsEtlrr: www.forceeuginccringl�xlfim�;•cmn �� � 2�1�L
The product described herein has demonstrated compliance with
The Florida Building Code 2020, Section 1709.2.
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:
■ ASTM E 1592-05 (2012) Test method for structural performance of
sheet metal roof and siding systems by uniform static air pressure
difference.
Reference Data: 1. ASTM E 1592-01
Force Engineering & Testing, Inc. (FBC Organization # TST-5328)
Report No. 136-0393T-07
2. Certificate of Independence
By Johnathan Green, P.E. (No. 88223) @ Force Engineering & Testing
(FBC Organization # ANE ID: 12901)
Test Standard Equivalency: The ASTM E 1592-01 test standard is equivalent to the ASTM E 1592-05 (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.
Installation: Install per manufacturer's recommended details.
Insulation: Manufacturer's approved 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.
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OCT 01 2020�®�e� 0A11e
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.
FL# 9901.1 R4
Force Engineering & T'e„Bing
19530 Ramblewood Drive
11umble, Texas 77333
Phonc1 12R11 940.64113 VA MRli C911 996t
FILE COPY
REVIEWED FOR
CODE COMPLIANCE
�LUCIE 1;*,'OUNTY BOCC
Web,Ocn wivw.forecengincerin;,4eslinl;.com F
Design Procedure: Based on the dimensions of the structure, appr late wind loads are -
determined using Chapter 16 of the Florida Building Code 2020 for wall cladding
wind loads. These component wind loads for wall 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.
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OCT 012020 �8/e® AL
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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.
FL# 9901.1 R4
Force E1nginee>9°i�,ng & Testing
19530 Munbbewood Drive
humble, Texas 77338
Pbouc: (281) 540-6603 FAX: (281) 540-9906
01'ebsite: www.f'orceeurtineeringtesting.com
26 Ga. PBR Wall Panel over open framing
FILE COPY
REVIEWED FOR
CODE COMPLIANCE
ST. LUC9E COUNTY BOCC
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12" 12• 12" ®201 X 7/8 LAP TEK
#12-14 x 1 1/4 M w/ WASHER
TYPICAL FASTENER PATTERN
1/4-14 X 7/e 1AP TEK
7' 5' 7" 5' 7" 51 0 20 O.C.
012^14 x 1 1/4 HWH w/ WASHER
FASTENER PATTERN AND AT ALL PANELS END LAPS AND PANEL ENDS
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OCT 012020
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THIS ITEM HAS BEEN
DIGITALLY SIGNED AND
SEALED BY JOHNATHAN
GREEN ON THE DATE
ADJACENT TO THE SEAL.
INTED COPIES OF THIS
,CUMENT ARE NOT
,NSIDERED SIGNED AND
ALED AND THE
'NATURE MUST BE
RIFIED ON ANY
CTRONIC COPIES.
FL# 9901.1 R4