HomeMy WebLinkAboutProduct ApprovalPalm City, FL 34990
Compliant with Florida Building Code 2017 (6" ed.)
Compliant with Florida Product Approval Rule # 61G20-3
Compliant: Keystone Certifications
Product: 1.75" Snap Lock 24GA Steel Standing Seam roof panel, FBC Sec. 1507.4.2
Yield strength: 40 ksi: Attached to Wood Deck with panel clips and screws.
18" (Max.) Coverage
1-3/4" Rib Height
Corrosion Resistant Compliant: FBC Sec. 1507.4.3
Fastener for Method 1 Attachment # 10 x 1" Pancake Head Wood Screw to penetrate 3/16"
thru 15/32" min. plywood deck
Roof Panel Clip: One piece, fixed clip, 24GA galvanized steel
Yield Strength: 40ksi min.; 2.08"W X 3.5"L X 1.875"H; Corrosion Resistant: PER FBC
1506.7
Underlayment: To be compliant with FBC Sec. 2507
Slope: Shall be in compliance with FBC Sec. 1507.1.1
Install Details: Table Allowable Loads
,METHOD 1
DESIGN PRESSURE"
-76.75 PSF
FASTENER SPACING -ALONG ROWS
16" O.C.
FASTENER SIZE:
#10
FASTENERS PER CLIP:
2,.
Reference Data: HURRICANE TEST LABORATORY, L.L.C. #TST ID:1527
UL 580-06 & UL 1897-041
TAS 125-03 Test # 0223-0812-05
1. EQUIVALENCY:UL 1897-041S EQUIVALENT TO TESTSTANDARD UL 1897-12 '"DESIGN PRESSURE MARGIN OFSAFETY2.1
Certificate of Independence:
Locke Bowden, P.E. does not have, not will acquire a financial interest in agv WMlpeng
under this evaluation. I %%. vj. U,0
Locke Bowden, P.E. Is not owned, operated, or controlled by any c y rhanui ctµl
report.
v Slr\7.01
or distributing products
products under this
i7 fC COPY
{I
FL 20378.4 1.75 Snap Lock (24GA Steel),18" Wide Roof Panel - Details
Limitations:
1. Undedayment to be compliance with current Florida Building Code (FBC)2017 60 ed..
2. Minimum slope to be compliant with Florida Building Code 2017 6"'ed., and per with Manufacturers installation reference.
3. Products are compliant for State of Florida product approval per Rule 61G20.3. Compliance Method: 1-D
4. Engineering analysis for "project specific approval by local authorities wfJurisdiction 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 6f°ed., Chapter22 for Steel, Chapter 23 for Wood and Chapter 16 for Structural
Loading.
7. This report does not imply warranty, installation, recommended product use outside of this report
15l32" or greater Plywood, or
Wood plank
Isometric View
e-head Screws