HomeMy WebLinkAboutPRODUCT APPROVAL IM5V PANELI M5V Panel
26ga (min) 24" wide 5V panel on 15132" plywood
Florida Product Approval Number 29444.4
Compliance statement:
This product as described has demonstrated compliance with
Florida Building Code 2020, Section 1504.3.2, as required by Rule
61 G20-3, method 1 D
Manufacturer:
Integrity Metals, LLC 12640 Piper Dr, Ste. B, Vero Beach, FL
32960 1 772-584-2654 1 www.intregritymetalsfi.com
Product:
IM5V is an exposed fastener 5V style panel with a 24" coverage,
and nominal rib height of 7116."
Material:
This product is manufactured from 26ga (min) steel with corrosion
resistance per FBC 1507.4.3.
Fastener:
#10 x 1-112" fastener with sealing washer, compliant with FBC
1506.6. Larger diameter and longer length fasteners are
acceptable. Stainless steel fasteners may be used.
Substrate/Deck:
Minimum 15132" thick plywood.
Underlayment:
Comply with FBC 1507.1.1 where applicable.
Slope:
Comply with FBC 1507.4.2 where applicable.
Technical Documentation:
This product has been tested to the UL 580-06 and UL 1897-04
(revised 2008) standard by Intertek Testing (TST-1527), report
17226.03-450-44 R0, This test report is owned by Quality Metal
Roof Fabricators, who has given written authorization for Integrity
Metals to use this report.
Max. Allowable Loads &
Method A: 116psf I Install fasteners in 12-12" pattern (one fastener
per rib), at 12" o.c. max.
Installation Requirements:
Factor of Safety of 2.0 applied to calculate allowable loads.
Evaluated By:
David Eng, PE
Timberlake Cove, LLC
3324 W Univ. Ave # 206, Gainesville FL 32607
PE Lic. No: 81377
CA Lic. No: 33344
www.timberiakecove.com
www.integrityMeta]sFi.com Page 1
INTEGRITY
METALS
METAI ROOFING MADE HERE
2604 Piper St Ste B
Vero Beach FL 32609
(772) 584-2654
Panel Accessories: The manufacturer does not require the use of closures,
sealants, butyl, or other similar accessories between bottom
edge of panel and drip edge, or in other locations. The use
of closures and sealants may be advisable in some cases,
however that decision is the discretion of the project owner
and the installer.
Certification of Independence: David Eng, PE and Timberlake Cove, LLC do not have, nor
will acquire a financial interest in any company
manufacturing or distributing products under this evaluation.
The same entities do not have, nor will acquire, a financial
interest in any other entity involved in the approval process
of the product.
Exclusions & Limitations: Design of deck and roof structure (to include attachment of
plywood or wood plank) shall be completed by others. Fire
classification and shear diaphragm design are outside the
scope of this evaluation.
This report is limited to compliance with structural wind load
requirements of FBC 1504.3.2, as required by Rule 61 G20-
3. Neither Timberlake Cove nor the manufacturer shall be
responsible for any conclusions, interpretations, or designs
made by others based on this evaluation report. This report
is limited solely to documenting compliance with Rule
61 G20-3, and makes no express or implied warranty
regarding performance of this product.
Design Process:
The load tables in this report provides one prescriptive
option for the fastening requirement for the applicable wind
loads for roofs within the parameters described. For roofs
outside of the listed parameters, design wind loads shall be
determined as required by FBC 1609, ASCE 7, or other
design code in force, using allowable stress. These load
tables are based on ASCE 7-16. Use of these tables
assumes that the structure is:
■ Enclosed and conforms to wind-borne debris provisions
and is a regular shaped building
■ Is not subject to across -wind loading, vortex shedding, or
instability; nor does it have a site location for which
channeling or buffeting warrant consideration
Engineering analysis may be completed by other licensed
engineers for project specific approval by local authorities
having jurisdiction.
FL29444.4 www.IntegrityMetalsFi.com Page 2
INTEGRITY 2604 Piper St Ste B
METALS Vero Beach FL 32609
METAL ROOFING MADE HERE (772) 584-2654
Design Load Tables:
Select the appropriate load table that applies to the a —
structure
_ -
2 2 3
structure in question. 2,, 1 z `
Determine the design wind speed for the project
location. 2 1 , 2 2 .._:_31 a _1
J 2 2
Use the attachment method indicated for that
windspeed within each roof zone. r` /, 1 2;
NOTE: ASCE 7-16 and FBC 2020 a 7-zone 2 a l adopt
3�
concept. For the load tables below, the worst case {�� i
was taken for each zone and reported using the a L KSP ROOF i GAKF ROOF - a
standard zones 1-2-3: '
a_ 19,OF LEIS? HWON7T DWENSON ORoo. vMIGHEVER ISSM€ LER. BUT NOT
LESS FHhH EI?HeR J'h OF LEPST kORfZOHTAL �iFA&4SIpN OR;sFT,99M1
Zone 1 includes zones 1 and 1' oz sa rEHmuJEo av aeslcwoeo? E ar�luaiecroe
Zone 2 includes zones 2e, 2r, and 2n ROOF ZONES FOR GENERIC BUILDING
Zone 3 includes zones 3e and 3r
Combining these zones creates a clear, simple scheme, at the expense of some design efficiency
Contact the manufacturer for further information, or consult a licensed design professional.
FASTENER PATTERN AT 12" O.C.
#10 X 1-12" WOOD SCREW WI
SEALING WASHER
Use this load table for structures which meet the following criteria
Are located in Exposure B area
Have either a flat roof, or gable/hip roof with max slope of 450
Have a mean roof height of 30 feet or less
Method A: Install fasteners in 9-
12-12" pattern (one fastener per
rib), at 12" o.c. max
NR: Consult a design
professional to assess the
proposed installation
Use this load table for structures which meet the following criteria:
Are located in B, C, or D exposure area
Have either a flat roof, or gablethip roof with max slope of 450
Have a mean roof height of 30 feet or less
FL29444.4: 26 a IM5V on 15/32J' olvwood
FL29444.4: 26 a IM5V on 15/32" pl=ood
Wind 120
130 140
150
160 170
180 190 200
Wind 120
130 140 150 160 170 180 190 200
Zone 1: A
A A
A
A A
A A A
Zone 1: A
AAA A A AAL
Zone 2: A
A A
A
A A
A A
Zone 2: A
A A A
Zone 3: A
A A
A
A A
A
Zone 3: A
A A
Use this load table for structures which meet the following criteria:
Are located in Exposure B area
Have either a flat roof less than 7°, hip roof with
max slope of 45°, or gable roof with slope between 20° and 45'
Have a mean roof height of 30 feet or less
Use this load table for structures which meet the following criteria:
Are located in B, C, or D exposure area
Have either a flat roof less than 7°, hip roof with
max slope of 45°, or gable roof with slope between 20' and 45°
Have a mean roof height of 30 feet or less
FL29444.4: 26cia IM5V on 15132" plywood
FL29444.4: 26 a IM5V on 15132" p1mood
Wind 120
130
140
150
160 170
180 190 200
Wind 120
130 140 150 160 170 180 190 200
Zone 1: A
A
A
A
A A
A A A
Zone 1: A
A A A A A A A EN
Zone 2: A
AAA
AAAA
A
Zone 2: A
A A A A
Zone 3: A
A
A
A
A A
A A
Zone 3: A
A A
FL29444.4 www.IntegrityMetafsFl.com Page 3