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Product Approval Menu > Product or Application Search > Aooiication List > Application Detail
FL #
ApplicatiIon Type
Code Version
Application Status
Comments
Archived
Product` Manufacturer
Address%Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
FL29444-R1
Revision
2020
Approved
NJ
2�3-d53�
REVIEWED FOR
CODE COMPLIANCE
ST. LUCIE COUNTY
.. BOCC (Lz�
Integrity Metals LLC
2604 B Piper Drive
Vero Beach; FL 32960
(772) 584-2654
Admin@integritymetalsfi.com
Joe Keene
Admin@integritymetalsfl.com
Category Roofing
Subcategory Metal Roofing
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
0 Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed the David Eng
Evaluation Report
Florida' License PE-81377 .
Quality Assurance Entity PRI Construction Materials Technologies, LLC
Quality'Assurance Contract Expiration Date 05/25/2023
Validated. By James R Wally, PE
E3 Validation Checklist - Hardcopy Received
1.
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method
FL29444 RI COI 032AI IM100 n1 ood.odf
Standard _
UL 580
Method 1 Option D
ar
2006
V:jLE cop'
https://www.floddabuilding.orglprlpr app dtl.aspx?param=wGEVXQwtDgvTnWPlazlv9GjD7uOUuMLr4mncMYBnSpHVKds7DIEFkg%3d%3d 1/3 ,
RAYMOND VILLANOVA December 04, 2014
EXAMINATION UNDER OATH 105
1 A Three.
2 Q How many bedrooms .upstairs?.
3 A Six.
4 Q All.the bedrooms are upstairs. How many
5 bathrooms upstairs?
6 A Two.
7 Q How many square feet was the propert .
8 A 26,023 under. -air, plus the garage 's 400 square
9 feet, plus the attic is about 300.
10 Q When you — the attic that you ve described, this
11 is the same attic that you gain acces to through the
12 garage?
13 A No. I'm talking about e finished floor on the
14 third floor where two more bed oms were.
15 Q So you gain access from --
16 A From the bedroo upstairs.
17 Q Some other -- there is stairwell up there?
18 A Yes.
19 Q What was p there at the point of the fire?
20 A Bedroo Two beds and a lot of storage things
21 from my daugh ers It was their rooms.
22 BRANT . Let's take a break. 1 think - 6 --may -j
23 be close to. being finished. Just give me a' few,-minutes._to 4:
24 talk ith these guys and o through m notes and we`ll t
g Y g g Y
25 t wrap up.
ESQUIRE 800.211.DEPO (3376)
5 0 L V 7 1 0 N 5 Esquire Solutions. com
Florida Building Code Online
3/8/2021
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Summary of Products
07/29/2020
07/31/2020
08/05/2020
10/13/2020
FL #
Model, Number or Name
Description
29444.1
.01 032A1 (nom) IM100 on 15/32"
0.032" aluminum (nom) IM100 Integril-ok on 15/32" plywood
plywood
(min)
Limits of Use
Installation Instructions
Approved for use In HVHZ: No
FL29444 R1 II 032AI IM100 wood.Ddf
Approved for use outside HVHZ: Yes
Verified By: David Eng, PE 81377
Impact Resistant: N/A
Created by Independent Third Party: Yes
Design Pressure: +N/A/-153.5
Evaluation Reports
Other: -153.5 psf @ f5" o.c. WITH adhesive -57.62 psf @
FL29444 RI AE 032AI IM100 DI wood.odf
f5" D.C. WITHOUT adhesive.
Created by Independent Third Party: Yes
29444.2
.02 26ga (min) IM36 on plywood
26ga (min) IM36 on 15/32" plywood (min)
Limits of Use
Installation. Instructions
Approved for use In HVHZ: No
FI29444 R1 II 26ga IM35Ag_PJyywood.Ddf
Approved for use outside HVHZ: Yes
Verified By: David Eng, PE 81377
Impact Resistant: N/A
Created by Independent Third Party: Yes
Design Pressure: +N/A/-78.5
Evaluation Reports
Other:-78.Spsf @ 12" D.C. with 9"-9"-9"-9" fastener pattern
FL29444 RI AE 26ga IM36Ag-lywood.Ddf
Created by Independent Third Party: Yes
29444.3
.03 26ga(min) IM450 on 15/32"
26ga(min) IM450 1.5" (nom) snaplock panel with 16" coverage
plywood
(max) on 15/32" plywood
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL29444 R1 II 26ga IM450 pjyAo_o_c.Lpdf
Approved for use outside HVHZ: Yes
Verified By: David Eng, PE 81377
Impact Resistant: N/A
Created by Independent Third Party: Yes
Design Pressure: +N/A/-86
Evaluation Reports
Other: -86 psf @ 12" o.c. using 3" clip with (2) fasteners
FL29444 R1 AE 26ga IM450 Divwood.Ddf
Created by Independent Third Party: Yes
29444.4
.04 26ga(min) IM5V on 15/32"
26ga(min) IMSV on 15/32" plywood (min)
plywood
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL29444 R1 II 269a IMSV plywood,pdf
Approved for use outside HVHZ: Yes
Verified By: David Eng, PE 81377
Impact Resistant: N/A
Created by Independent Third Party: Yes
Design Pressure: +N/A/-116
Evaluation Reports
Other:-116psf @ 12" o.c. with 12"-12" fastener pattern
FL29444 R1 AE 26ga IM5V pJywood.Ddf_
Created by Independent Third Party: Yes
29444.5
.05 26ga (min) IM36 on OSB
26ga (min) IM36 on 17/32" OSB (min)
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL29444 R1 II 26ga IM36Ag osb.pdf
Approved for use outside HVHZ: Yes
Verified By: David Eng, PE 81377
Impact Resistant: N/A
Created by Independent Third Party: Yes
Design Pressure: +N/A/-93.5
Evaluation Reports
Other: -93.5psf @ 12" o.c. with 9"-9"-9"-9" fastener pattern
FL29444 RI AE 26ga IM36Ag osb.pdf
Created by Independent Third Party: Yes
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Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida Is an AA/EEO employer. g2pyrleht 2007-2013 State oP Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement
Under Florida law, email addresses are public records. If you do not want your a -mall address released In response to a public -records request, do not send electronic
mall to this entity. Instead, 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 emails
provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please
provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here.
Product Approval Accepts:
M 0 ® 99
Dedit Catid
Safe
SCCU I-Ity \I ETIt1CS'
hftps:lAvww.floddabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvTnWPlazlv9GjD7uOUuMLr4mncMYBnSpHVKds7DIEFkg%3d%3d 2/3
,_.
IM5V Panel
26ga (min) 24" wide 5V panel on 15/32" plywood
Florida Product Approval Number 29444.4
j Compliance statement3
Manufacturer:
Product:
Material: t,
s
Fastener:
y
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
Integrity Metals, LLC 12640 Piper Dr, Ste., B, Vero Beach, FL
329601 772-584-26541 www.intregritymetaisfl.com
IM5V is an exposed fastener 5V style panel with a 24" coverage, ;
and nominal rib height,of 7/16."
This product is manufactured from 26ga (min) steel with corrosion- -
resistance per FBC 15074.3:
#10 x 1-1/2" fastener with.,iegi aling washer, compliant. with FBC
1506.6. Larger diameter and longerl'length fasteners are
acceptable. Stainless_ steel'fasteners may be used:
} Substrate/Deck: Minimum 15/32" thick plywood.
Underlayment: Comply with .FBC.1507.1.1 where, applicable.
Slope: Comply with .FBE 1507'A.2 where applicable.
Technical"Documentation: This product;,has been`tested to the UL 580-00 and UL 1897-04
(revised 2008) standard by lntertek`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
e Mptals.to use, this report.
- -Max.-Allowable Loads &•L--- Method A .196psf I Install fasteners in 12-12" pattern(onefastener-
per rib), at 12" o.c. max.
Installation Requirements: Factor of,Safety of 2.0 applied to calculate allowable loads.
yet; t f,.�� hi4 'u, �f"i^y %;� S .-�...-1 /-�•, rµ� f
" Evaluated Bye I A� °i David Eng, PE
�.
#s <k f,,=TimberlakeCove,'�LLC :r
E - ;
�ti►� i„���� 3324', Univ. Ave # 206, ainesville FL 326,07'm
PE Lic. No: 81377
��` pPJ• •" • . Fib'' CA Lic. No: 33344
vcENSF • • .C'':
www.timberiakecove.com
No. 813
n
�.n •. ATE OF
"1NAL VIc`C�```
www.IntegrityMetalsFi.com Page 1
INTEGRITY
2604 Piper St Ste B
METALS Vero Beach FL 32609
METAL ROOFING MADE HERE (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.
r
-Certificatlowyof Independence.David Eng, PE and Timberlake Cove, LLC do not have, nor
p y F• P t
will acquire a financial interest in any company
s 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
i; 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
1, 61 020-3, and, makes no express or implied warranty
regarding performance .of this product.
Design Process: *w, •The, load tables ins this report `provides one prescriptive
r Option for the fastening requirement for the applicable wind
loads for roofs within the parameters described. For roofs
' 4 . outside of,the listed parameters, design ,wind loads shall be
°determined as required by FBC 1609, ASCE 7, or other
I design code in force, using allowable stress. These load
! tables are; based on ASCE 7-16. Use of these tables
Y
! assumes -that the structure is:
■ SEnclosed and conforms to wind-borne debris provisions
and is a regular shaped building
■ Is -not subject to across wind loading, vortex shedding, or
i instability nor does it"have a -site location for which77
�y t } .
channeling' or buffeting warrant consideration r"
En gineenng�analysisfmay be -completed ly-other licensedw
engineers for project specific approval by local authorities
having jurisdiction.
FL29444.4 www.IntegrityMetalsFI.com Page 2
' J INTEGRITY
METALS
METAL ROOFING MADE HERE
Design Load Tables:
Select the appropriate load table that applies to the
structure in question.
Determine the design wind speed for the project
location. .
Use the attachment method' indicated for that
. o windspeed:within each roof -zone.,,...
}r NOTE: 7 ASCE -16 and FBC'2020 adopt a 7-zone
concept. For, the load tables below,.the worst case
2604 Piper St Ste B
Vero Beach FL 32609
(772) 584-2654
2
2
3
22 1
1
2
2
2 1 2
2
F2
2
2
3,
3
1
a
a
1
1`
2
-
.�
a
32
3
a
�-
a L HIP ROOF
GABLE ROOF _
a
L
vas ,takenfor;each zone and. reported using the
standard zones 1-2-3:
f - I w10% OF LEAST HOIZONTAI. DIMENSION OR OAR WHICHEVER IS SMALLER; BUT NOT
LESS THAN EITHER a%OF LEAST HORIZONTAL DIMENSION OR 9FT MAW;
Zone 1',includes zones land 9, OR AS DETERMNED BY DESIGN OR OTHER APPLICABLE CODE.
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 forfurther information, or consult,a licensed design professional.
FASTENER PATTERN AT 12" O.C. ' Method A: Install fasteners in 9
12-12" pattern (one fastener per
12
rib), at 12 o.c. max
i ,
NR:•Consult a design
#1Q:X 1-12" WOOD SCREWW/
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 gablelhip roof with max slope of 450
Have a mean roof height of 30 feet or less
Wind 120 130 140 150 160 170 180 190 200
Zone 1: A A. A A. A A A A A
Zone 2: A A A A AAA AM
Zone 3: A A A A A A A I N NR
professlonal.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
Wind 120 130 140 150 160 170 180 190 200
Zone 1: A A A A A A A R
Zone 2: A A A A R R R R N
Zone 3: A A A I NRffWNRR,,6 N,R
Use this load table for structures which meet the following criteria: Use this load table for structures which meet the following criteria:
Are located in Exposure B area Are located in B, C, or D exposure area
Have either a flat roof less than TO, hip roof with Have either a flat roof less than 70, hip roof with
max slope of 45°, or gable roof with slope between 200 and 450 max slope of 45°, or gable roof with slope between 20° and 45°
Have a mean roof height of 30 feet or less Have a mean roof height of 30 feet or less
FL29444.4: 26 a IMSV on 15132" plywood FL29444.4: 26 a IM5V on 15132" plywood
Wind 120 130 140 150 160 170 180 190 200 Wind 120 130 140 150 160 170 180 190 200 r
Zone 1: A A A A A. A A A A Zone 1: A A A A A A A A NR
Zone 2: A A A A A A A A A Zone 2: A A A A A NR RIVE
frig
Zone 3: A A A A AAA A NR Zone 3: A' A A (ER rii� NR N R
FL29444.4 www.integrityMetaisFI.com Page 3