HomeMy WebLinkAboutPRODUCT APPROVAL - 1 INCH NAILSTRIP2160 SW Poma Drive
Palm City, FL 34990
pliant with Florida Building Code 2017 (61" ed.)
pliant with Florida Product Approval Rule#"611
pliant: Keystone Certifications
IV ED
SEP 19
ST. Lucie County, Permitting
ct:1" Nailstrip 26GA Steel Roof Panel FBC Sec. 1507-4—
Yield strength: 50 ksi min.; Attached to min.15/32" plywood or
Wood Deck w/ 0.42 specific gravity with 16" Coverage (Max.)
Rib Height 1"
;ion Resistant Compliant: FBC Sec.1507.4.3
ter 1: #10 x 1" (min.) Pancake Head Wood Screw to penetrate 3/16" (min.) thru
n of support.
ive/Sealant : Bostik 9151 Chem -Chalk one component, polyurethane adhesive with
continuous bead application along base of male rib vertical flange at each panel
To be compliant with FBC Sec 1507.1.1
: Shall be in compliance with FBC Sec.1507.
Install Details: Table A Allowable Loads
METHOD 1
METHOD 2
DESj,GN PRESSURE*
-86 PSF Main field
-97.25 PSF Perimeter
FAStENER SPACING _
6" O.C.
6" O.C.
SEA
ADHESIVE
Not required
3/1V continuous bead
L_.___._..-.... .. _....__...--- _ __.---- .................__..__. _.
'..— _.......
(.see det ails)
Reference Data: ARCHITECTURAL TESTING, INC. TST ID#: 1527
UL 580-06
& UL 1897-04 TEST REPORT D8133.01-450-18 06/30/15 Specimen #1 & #2
EQUI
,ALENCY.• UL1897-04 is equivalent to Test Standard UL1897-12. *Design Pressure margin of safe 2:1
Ce
icate of Independence:
Bowden, P.E. does not have, not will acquire a financial i9jip!a3t4r# q9y company manufacturing or distributing products
this evaluation. ������ D• Br} r���i,
Bowden, P.E. is not owned, operated, or controllee#%M(A c�'IjmRi f {han c turer, or distributing products under this
• • seal
-Q •• STATE OF ; eci
1. , deriayment to be compliance with current Florida Building Code (FBC)2017 61h ed..
2. IN inimum slope to be compliant with Florida Building Code 2017 6'h ed., and per with Manufacturer's installation reference.
3. ducts are compliant for State of Florida product approval per Rule 61 G20-3. Compliance Method: 1-D
4. E igineering analysis for"project specific approval by local authorities wrjurisdiction is allowed by other registered engineers.
5. F;re classification is not part of this acceptance. Shear diaphragm values are outside this report.
6. Pppport framing in Compliance w/FBC 2017 6t' ed., Chapter 22 for Steel, Chapter 23 for Wood and Chapter 16 for Structural
7. Tf �is report does not imply warranty, installation, recommended product use outside of this report.
FL 17022.6 1.0 Nail Strip (26GA Steel), 16" Wide Roof Panel - Details
16"
3/4"
Panel Profile
16" o.c.
1�
Deck:
-15/32" or greater Plywood, or
- Wood plank
Integral Snap Lock
For METHOD 2:
Apply 3f16" 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)
ill
FL 17022.6 1.0 Nail Strip (26GA Steel),16" Wide Roof Panel - Details
==v15/k. or greater Plywood, or
- Wood plank
C.�cienc�
Isometric View
Apply 3116" Bead Bostik 915TM Sealant
ContinuousAlong Male Rib Vertical Flange
(Refer to Table "A")