HomeMy WebLinkAboutMetal Product ReportPiero Beach, FL 32360
Compliant with Florida Building Code 2017 (6 ed.)
Compliant with Florida Product Approval Rule # 6162r-4-3
Compliant ACUNde Quality Assurance Fro gs
PrOdLtC,1° Min. 26GA GaWaWme iiOG AG Roof Panel F c Sec. 1507.4.2
'Y§eid strength. Mina 49ksi 36' Coverage jcvlanj
l ininu 71't �& 058 Over suW ems at ma%ifum N" MC. 10PTY iD ALa Upgrade to
CM Design of p'W ood and p Mpvaod supports We &Ats'de the scope 51 this
Bvaimatianl, Must be designed in accordance / Mod& 30ding Code 2017.
�.g p 8t 8ftnb 2,hdiru plywood supports qua p� 0,&
Corrosion Resistant carnuplwnt PERK Sec.1507.4
Fastener.- NO n 1-11 A" HILL C�.:pped'lms fastener next to each inter-oneduate Fib and an both
sides of each seam
Underlaymento amino s-ofelt to be Gampiiaflt wGth FSC Sec. 1507, Chart 1507.1e1)
Install Details. 3abOa .A
Allowable Loads
D12VAlu DIQrmlon*
FASTENER SPACING..
FASTENER PAITERN (across
Method 1
9" rs 0 ed S X 6.5" X 2.5" 3
Rerence Data.-
Method R.-
9- x 9-X 9- x 9-
Intertek Testing (TST-15z?� REPORT 0 J4161a0145 RD UL set -as
Intertek Testing (TST-is27�j REPORT N 14161-02-450-44 RD UZ va-05
0eS19n RmUyf7e. sqf -ty margin. of 21....
CeMficate at Independence:
Locke Bowden, P.E. does not have, nor wu& acquire Q fiftz"ciW interest in artY company manufarwr€ng or d�vrlbuting orodum
under this evaluation.
Locke Bowden, P.E. is not owned, opwated, or eolure led by @Du company, ��o��c4��r, or € t 'ri URIF
reports
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Integrity Metals IM36 AG Panel a Min. 26GA AZ55 G alvalume
Limitations:
1. Underlayment to be compliance with current Florida Building Code (FBC)2017 6�-' ed.. see Chart 1507.1.1
2. Minimum slope to be compliant with Florida Building Code 2017 61h ed., and per with Manufacturer's
installation reference.
3. Products are compliant with State of Florida product approval per Rule 61 G20-3. Compliance Method: 1-D
4. Engineering analysis for "project specific approval by local authorities wljurisdiction is allowed by other
registered engineers.
5. Fire classification is not part of this acceptance. Shear diaphragm values are outside this report.
6. Support framing in compliance w/FBC 2017 6`}' ed., Chapter 22 Steel, Chapter 23 Wood and Chapter 16
Structural Loading.
7. This report does not Imply warranty, installation, recommended product use outside of this report.
FINER SPACING
FASTENER PATTERN tacrm
wWh of mil$
METHOD I* Over 0S13
0 V x6 X2 �
r_ .
METHOD 2. Over CDX
�.� IV OX