HomeMy WebLinkAboutProduct Approval; Roof DeckBusiness & Professtonal Reptatjs
BCIS Home I Log in I User Registration I ' Hot Topics I' Submit Surcharge I Stab & Fads I Publications contact Us BCIS Site Map IJnks Search
Fiorida
�FiRI Product Approval
1 USER: PublIc User .. .. .
Produ A •provatWI >-Produd er Application Search > aWjQ ion List > Application Detail .
FL # FL27402-R2
Application Type Revision
Code Version 2020.
Application Status . Approved
Comments
Archived J.
Product Manufacturer Carports Anywhere
Address/Phone/Email 10.858 S.E. County Road 221
Starke, FL .
(352).468-1116
bodom@caMortsanywhere.com
Authorized Signature Brandie .Odom
bodom@carportsanywhere.com
Technical. Representative .
Address/Phone/Emall
Quality Assurance Representative
Address/Phone/Email -
Category Structural Components
Subcategory Roof Deck
Compliance Method Evaluation Report from a Florida Registered Architect or a Licens6d Florida
Professional Engineer
l Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed.the Johnathan, Green
Evaluation Report
Florida License PE-88223
Quality Assurance Entity PRI Construction Materials Technologles, LLC.
Quality -Assurance Contract Expiration. Date,. 06/23/2023
Validated By Brian Jaks, P.E..
°] Validation. Checklist - Hardcapy Received
Certificate of Independence F127402 R2 COI Letter of Certification=Carports Anywhere sealed,pdf
Referenced Standard and. Year (of Standard) Standard Year
ASTM E 1592 200S
FM 4471 199Z
Equivalence of Product Standards .. .
Certified By
Sections from the Code
eM
0
Product Approval Method Method 1 Option D
FL #
Model, Number or Name
Description
27402.1.
Harhpton Rib Roof Panel
Hampton Rib Roof Panel'over Open Framing'
Limits of Use
Installation Instructions'
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
FL27402 112' II Hampton Rib Roof Panel DRAFT sealed.pdf
Verifled By:, Johnathan E Green, P.E. 88223
Impact Resistant: N/A ;.
Design Pressure: +54.7,psf/-57.3 psf
Other: See•evaluation report for various design pressures
Install per Manufacturer's details. Not for use in HVHZ Zones:.
Created by Independent Third Party: Yes 1 .
Evaluation Reports
FLZ7402- R2 AE-Hampton Rib'Roof Panel DRAFT'=sealF p
Created by Independent Third Party: Yes -
` Contact Us2601 [flair Stone Road, Tallahassee R 32399 Phone: 850-437-1824
The State of Florida Is an AA/EEO employer.' ,right 2007-2013 State of Florida. is Prfvacb Statement :: Accessibllity, Statement :: Refund Statement -
Under Florida taw, emall'addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send ele&onle
mail to this entity..tnstead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395, *Pursuant to Section 455.275(1),
Florida Statutes; effective October'1,2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emalls
'provided may be used.for ofRdal communication with the licensee. However email addresses are public record. If you do not wish to supply a personal addiess,-please
provide the Department with em ernall address which can be made available to the public. To determine Ifyou 'are a licensee under Chapter 455, F.S.; please dick here .
Product Approval' Accepts:
Credit Card
Safe
J. Force.gngineering,& Testing '.
19530.Rambleivood Drive
Humble, Texas 7733Ii
Phone:(281)540-6603"FAX; '(281)540.9966
%'ebsite: ivwiv.forcecnginceringtesling.com
Compliance Statement:..
The product as described in this report has -demonstrated' compliance with the
Florida Building Code 2020;'Sections 1504.3.2, 1504.7.
Product Description:
Hampton Rib 26- Ga. and 29 Ga. Steel Roof Panel, 36" Wide; through fastened
structural.roof panel., Structural Application;
Panel-Material/Standards:
Material:.
26 Ga. Steel, ASTM A792 or ASTM A653 G90 Grade 50
29 Ga. Steel, ASTM A792 or,ASTM A6S3 GO Grade 80
-
Conforming to Florida. Building Code 2020 Section 1507.4.3. Optional paint finish.
Corrosion'Resistance: Panel Material shall comply with Florida Building Code
2020, Section 1507.4.3.
Panel Dimension(s):
Thickness: 26 Ga.: 0.0185. min. order thickness "
29 Ga.: 0.0142.' min:. order thlckness
Width:, . 96" maximum coverage .
'Rib Height: Y" major rib at 9" O.C..
Panel Rollformen, MRS Metal Rollforming Systems
Panel Fastener::
#12-14_x%". HWH SDf#3 With:14mm neoprene bonded Washing or approved equal.
Corrosion Resistance: Per Florida Building Code 2020, Section 1507.4:4:
Substrate Description:.
Minimum°14 Ga. (Grade 50) Steel framing, Minimum 16 Ga. (Grade 50) Steel
framing; or•Minimum 18 Ga. (Grade 50) Steel framing. See Table A & B for steel,
.... .
gauge. Framing must be designed: in•accordance:w/ Florida Building Code 2020.
Allowable Design Pressures:
Table "A" 26 Ga. Hampton Rib Roof Panel"
Maximum Design Pressures
=57.9 psf -
• -: , -72.9 psf=67.7
psf
+46.Q psf
+54,7 psf
Panel Fastener Pattern:
2-1-2-1
2-1-2-1
2-1-2-1
2-1-2-1
2-1-2-1
Panel Span:
5'-0" O.C.
4'-0" O.C.
4'-0" O.C.;
5'-w O.C.
4'-0" O.C:
Substrate: '"
Min.14 Ga.
Steel Framing -I
Min.14 Ga.
Steel Framing
Min.14 Ga'.
I Steel Framing.
Min.18 GA.
1 Steel Framing
Min.18 Ga.
Steel Framing
-uesign rressure mcivaes a aare[y raaor = t.u.
gNA
c o'
a
e
Aosoropio�te®�`e
FL# 27402.1 lR2
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.
Maximum D@sign Pressure:
-57.3 psf
150.9 psf ;.
+39.0 psf .'
+143i1 psf.
FastenerPattem:
Fastenec5pacing:
4' 0".O.C..
2;-0" O.C,
4w O.G :
2'=p" O.C. .
*Design Pressure Includes a Safety Factor= 20.' '
Code Compliance:
The product described herein has demonstrated compliance with .
The.Florida Building Code 2020, Section 1504.3.2, 1504:7.
Evaluation Report Scope:
The product evaluation is limited to compliance with the structural wind load
requirements of theFlorida. Bilding u Code 2 020, as relates toRule61G20-3. .
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'systeirtis by uniform static air pressure
difference,
■ FM 4471-92 - Foot Traffic Resistance Test
Reference Data:
1. ASTM E 1592-05 (2012).Te5t
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=0060T-181`; 667-0061T, i8E
3. Certificate of Independence .
ByJohnathan Green,.P.E, (No. 88223) @ Force Engineering &.Testing.
(FBCOrganization #'ANE ID:12901
Test Standard Equivalency:
1. 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 (3) for
manufacturirigvndera quality assurance program audited by an approved
quality assurance entity.
®o�q PA N
8 9d9gBB�
a s.
a°Z
000,a
i
AL
dOBQ@lQo1�
FL# 27402.1 R2
I.J Force .Engineerin &_Tesdn C:
g g
19530-Rambleiwml Driw
Mumble,;Tesas 7733$
Phone: '(281) 540-6603 FAX: (281) 540496¢
Website:-ivww.forceengineeringtesling.com" .
Minimum Slope Range:..
Minimum Slope shall comply with Florida Building Code 1020, including_Section .
1502..4.2 and in accordance with Manufacturers recomrnendations. For slopes
less than 3:12, lap sealant must be used in the panel side laps.,
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 thisreport:
Design Procedure:
Based on.the:dimensions.ofthe structure, appropriate.wind loads are .
determined using Chapterl6 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 ab'oye:The design professional shall.selectthe.. .
appropriate erection details to reference in his drawings for proper fastener -
attachment'to his: structure' and analyze the panel fasteners forpulloui and
Pullover. Support framing must be in compliance with Florida Building Code 2020
Chapter 22 for steel, and Chapter 16.for structural loading:.
GAD Be=o
u Oer O �d
%bi d $ Itill d
a
AL
o �
FL# 27402.1 R2