HomeMy WebLinkAboutAPPROVED 26 Ga PBR Panel - IM 36 AG jls,AProductReport
2604 B Piper Drive
Vero Beach, FL 32960
IMTEGPITYMETALS 772-284-5613
Florida Product Approval #29444 Min. 26 GA Galvalurne IM36 AG PANEL NON HVHZ
Compliant with Florida Building Code 2017 (61 ed.)
Compliant with Florida Product Approval Rule# 61G20-3
Compliant Active Quality Assurance Program
Product: Min. 26GA Galvalume IM36 AG Roof Panel FBC Sec. 1507.4.2
Yield strength: Min.49ksi 36" Coverage (Max.) Rib Height 3/4"
Minimum 7/16" OSB over supports at maximum 24" O.C. [OPTIONAL: Upgrade to
CDX] Design of plywood and plywood supports are outside the scope of this
evaluation. Must be designed in accordance w/ Florida Building Code 2017.
X" penetration thru plywood supports 24" max. o.c.
Corrosion Resistant Compliant: FBC Sec. 1507.4.3
Fastener:#10 x 1-1/2" HiLo Capped HWH fastener next to each intermediate rib and on both
sides of each seam
Underlayment: Min. 30# felt (to be compliant with FBC Sec. 1507, Chart 1507.1.1)
Install Details: Table A Method I : Method 2:
Allowable Loads (OSB) (CDX)
DESIGN PRESSURE* 93.5 P -7 .5 P F
FASTENER SPACING 12"O.C. 18"O.C.
FASTENER PATTERN (across 9"X 9"X 9"X 6.5"X 2.5" 9"X 9"X 9"X 9"
Reference Data:
Intertek Testing(TST-1527) REPORT#J4161.01-450-44 RO UL 580-06
Intertek Testing(TST 1527) REPORT#J4161.02-450-44 RO UL 580-06
*Design Pressure safety margin of 2:1
Certificate of Independence:
Locke Bowden,P.E.does not have,nor will acquire a financial Interest in any company manufacturing or distributing products
under this evaluation. iiftlr
Locke Bowden,P.E.Is not owned,operated,or controlled by any company,manufacturer,or distribut`r��,pl�� �y� jrI
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Integrity Metals IM36 AG Panel - Min. 26GA AZ55 Galvalume
Limitations:
1. Underlayment to be compliance with current Florida Building Code (FBC)2017 6T" ed.. see Chart 1507.1.1
2. Minimum slope to be compliant with Florida Building Code 2017 6th 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 w/jurisdiction 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 6th 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.
9' 9, 9' '
36'
METHOD 1: Over OSI3 METHOD 2: Over CDX
FASTENER SPACING 12"Q.C. ifr O.C.
FASTENER PATTERN (across 9" X 9"X 9"X Ur X 2.5" 9"X 9"X 9"X 9" T '�
width of panel) 1
ZONE 2 GAMLE RQM ZOO 2 "IF- �.
ZONE 3
RIDGE RIDGE
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IONEI ZONE1
ZONE 3 EAVE EAE