HomeMy WebLinkAboutPRODUCT APPROVAL - NAILSTRIP2160 SW Poma Drive
Palm City, Fl. 34990
pliant with Florida Building Code 2017 (6th ed.) RECEIVED SCANNED
pliant with Florida Product Approval Rule # 61G20 3 BY
SEP 10 10ii3 �$ Lucie County
pliant: Keystone Certifications
ST. Lucie County, Permitting
1 Nailstrip 26GA Steel Roof Panel FBC Sec.1507.4.2
Yield strength: 50 ksi min.; Attached to min.15/32" plywood or
Wood Deck w/ 0.42 specific gravity with 1W Coverage (Max.)
Rib Height 1"
Resistant Compliant: FBC Sec.1507.4.3
1: #10 x 1" (min.) Pancake Head Wood Screw to penetrate 3/16" (min.) thru
n of support.
ive/Sealant : Bostik 91SI" Chem -Chalk one component, polyurethane adhesive with
continuous bead application along base of male rib vertical flange at each panel
Urxderlayment: To be compliant with FBC Sec 1507.1.1
Shall be in compliance with FBC Sec.1507.
In II Details: Table A Allowable Loads
METHOD 1
METHOD 2
DE
IGN PRESSURE*
.............. _.... - - _.
-86 PSF Main field
-97.25 PSF Perimeter
FA
'TENER SPACING
6" O.C.
1. 6" O.C.
SE
M ADHESIVE
Not required
3/16" continuous bead
........ _...------- __._................. . ..... _
(see details)
_ ._..._ _....
Reference Data: ARCHITECTURAL TESTING, INC. TST ID#: 1527
UL
1580-06 & UL 1897-04 TEST REPORT 08133.01-450-18 06/30/15 Specimen #1 & #2
I
EQ
I
, (VALENCY: UL1897--04 is equivalent to Test Standard UL1897-12. *Design Pressure margin of safe 2:1
icate of Independence:
Bowden, P.E. does not have, not will acquire a financial ijpVastQn q9y�company manufacturing or distributing products
this evaluation. ��•,�.�j.G D ••BQ y`:!i,�
Bowden, P.E. is not owned, operated, or controlle4jp m, �f �lindurer, or distributing products under this
'� • seal
•• STATE OF • (i
. a� .
�., s;•.••.•
1. Uderlayment to be compliance with current Florida Building Code (FBC)2017 6'hed..
2. N nimum slope to be compliant with Florida Building Code 2017 61h ed., and per with Manufacturer's installation reference.
3. P oducts are compliant for State of Florida product approval per Rule 61 G20-3. Compliance Method: 1-D
4. E P� gineering analysis for"project specific approval by local authorities wfjurisdiction is allowed by other registered engineers.
5. F classification is not part of this acceptance. Shear diaphragm values are outside this report.
6. S . pport framing in compliance w/FBC 2017 61, ed., Chapter 22 for Steel, Chapter 23 for Wood and Chapter 16 for Structural
7. Tbis report does not imply warranty, installation, recommended product use outside of this report.
FL 17022.5 1.0 Nail Strip (26GA Steel),16" Wide Roof Panel - Details
16"
Panel Profile
16" O.C.
3/4"
Deck:
-15/32" or greater Plywood, or
- Wood plank
Integral Snap Lock
For METHOD 2:
Apply VII V Bead Bostik 915Tm Sealant
Continuous Along Male Rib Vertical Flange
Fastener
#10 x 1" Min. per Table "A"
Pancake Head Wood Screw
(Typical Fastening Pattern Across Width)
FL 17022.5 1.0 Nail Strip (26GA Steel),16" Wide Roof Panel - Details
1" Nail Strip Roof Panel
Deck:
16132" or greater Plywood, or
- Wood plank
Fastener
#10 X 1" Min. per Table "A"
Pancake Head Wood Screw
Isometric View
Seam Adhesive Application:
For Method 2
Apply 311&' Bead Bostik 915T1" Sealant
Continuous Along Male Rib Vertical Flange
(Refer to Table "A")