HomeMy WebLinkAboutProduct Approval; IM100 Integrilok`
Compliance s
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Manufacturer:
1,
i`
Product:
Material:
Fastener:
M 100 htegriLok
26 gauge (min) 16" wide nail strip panel over 15/32" plywood
Florida Product Approval Number 28113.1
P
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
32960 1 772-584-2654 1 www.intregritymetalsfl.com
lntegriLok IM100 is a`nailstrip panel with a 16" maximum panel
width, -and nominal rib height of 1."
This product is manufactured from 26ga or thicker steel with yield.. ,
strength of at least 50ksi;,anti corrosion resistance.per--FBC -- - "
1507.4.3.-
#10 x 1" low -profile style fastener" compliant with FBC 1506.6.
Larger-diameter.and longer length fasteners are acceptable.
Stainless steel fasteners may be used.
Minimum 15/32" thick plywood.
Underiayment: Comply with FB611507.1.1 where applicable.
Slope: Comply with .FBC 1507.4.2 where applicable. .
Technical -Documentation: This product -has been tested to the UL 580-06 standard by
Intertek,Testing (TST-1527), report 17726.05-450-44 RO. This test
report is used with permission.
"f This product has also been tested to UL 580-06 and UL 1897-15 -
by lntertek, report K4846.01-450-44 RO.
Max. Allowable Loads & Method A: 78.5psf I Install fasteners every other hole (±10" o.c.).
Evaluated By:
E.
O. ocervsF tiC
� /1r.Cv2..'•
.81377
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3- . STATE OF (U
ONAL,E�
idi r=Iayment and .install,,
allowable loads:
David Eng, PE
Timberlake Cove, LLC
3324 W Univ. Ave # 206, Gainesville FL 32607
PE Lic. No: 81377
CA Lic. No: 33344
www.timberlakecove.com
www.integrityMetaisFI.com
Page 1
INTEGRITY
METALS
METAL ROOFING MADE HERE
Panel Accessories:
Certification
2604 Piper St Ste B
Vero Beach FL 32609
(772) 584-2654
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.
4Y• S
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. 4
,Exclusions & Limitations: Design of deck and roof structure (to -include attachment of
i plywood or wood. plank) shall be completed by others. Fire
t, f; classification "ands shear diaphragm design are outside the
scope of this evaluation. r,
i This report is limited fo compliance with structural..wind load
requirements. of FBC 1504:3.2, as required'by Rule 61G20=
s 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 Ino express or implied warranty
regarding performance of this product:`.+ ;
t 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 ofzthe listed: parameters, design;wind loads shall be
x determined as required. by FBC 1609, ASCE 7, or other
design code in force, using allowable stress. These load
'� 'tables arelbased on ASCE 7-16. Use of ,these tables
assumes#hat 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
A' 4
l pp instability; nor�does it have a-site-location'for which r�
channeling or buffeting warrant consideration l
Eng neenn%janalysisymay. be completed by�other licensed" �
engineers for project specific approval by local authorities
having jurisdiction.
N
ce:
FL28113.1 www.inte-rityMetalsFI.com Page 2
f ' 1, -4
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
1: windspe'ed;witi in each roofzone.
i NOTE: ASCE,7:-16 and FBC 2020 adopt a 7-zone
concept. For the load tabifes below, the worst case
d ,
1
2604 Piper St Ste B
Vero Beach FL 32609
(772) 584-2654
V32
2 3
2
2 2 3 12
2 3
A L� HIP ROOF T.`AR1 R RTll1F — J 9 L
was taken for each zone and reported using the - s
3 standard zones 1-2-3:
a: 10% OF LEAST HORONTALOIMENSION OROAh.WHICHEVER IS SMALLER, BUT NOT C
Zone 1 includes Zones 1 and 1' LESS THAN EITHER L% OF LEAST HORRONTAL DOAENSION OR 3FT(0.9W
{ - - OR AS DETERI NED BY DESIGN OR OTHER APPLICABLE CODE j
Zone 2 includes zones 2e, 2r, and 2n ROOF ZONES FOR GENERIC BUILDING
,S Zone 3 includes zones 3e and 3r
Combining these zones creates clear, simple scheme "at tliebexpense of'some design efficiency.
Contact the, manufacturer• for further information, or consult a licensed design professional. -
. Method A: (1) #10 x 1 "'(min) fastener every other
hole 410",.o.c.)
Use this load table for structures which meet the following criteria:
'Are located in Exposure B area
i Have either a flat roof, or gablelhip roof with max slope of 451
1 Have a mean roof height of 30 feet or less
Method B: (1) #10 x V (min) fastener every hole
(±5" o.c.) with self -adhering underlayment
NR: Consult a design professional to assess the
'4proposed installation,
Use this load table for structures which meet the following criteria:
Have either a flat roof, or gable/hip roof with max slope of 450
Have a mean roof height of 30 feet or less
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 70, hip roof with Have either a flat roof less than 7P, hip roof with
max slope of 450, or gable roof with slope between 20D and 450 max slope of 45P, or gable roof with slope between 20° and 45P
Have a mean roof height of 30 feet or less Have a mean roof height of 30 feet or less
FL28813.1: 26 a IM1001" nail strip on 15/32" plywood FL28813.1: 26 a IM100 V nail strip on 15132" plywood
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 137 713
Zone 2: A A A A A A B 13. ` B Zone 2: ? A A B B
Zone 3: ! A A A A' � B B` Zone 3: A
FL28113.1 www.IntegrityMetalsFi.com Page 3