HomeMy WebLinkAboutPRODUCT APPROVAL!160 SW Poma Drive
Palm City, FL 34990
v�q—c'�z19
S% LUCIE COON
Comp ant with Florida Building Code 2017 (6t" ed.) BUILDING DIVI
REVIEW
Comp ant with Florida Product Approval Rule # 61G20-3 FOR COMP A
REVIEWE EI
Comp ant: Keystone Certifications DATE 'I ,
PLANS A P RMIT
MUSS' BE KEPT ON JOB OR
NO INSPECTION WILL BE MADE
Produ : 1" Nailstrip 26GA Steel Roof Panel FBC Sec.1S07.4.2
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"
Corros orr Resistant Compliant: FBC Sec.1507.4.3
Faster�l r 1: #10 x 1" (min.) Pancake Head Wood Screw to penetrate 3/16" (min.) thru
bottor i i of support.
Adhes a/Sealant ; Bostik 915T"" Chem -Chalk one component, polyurethane adhesive with
"3111Cii Aw♦i...A..! ". .j -JIAM.. aft.ftl.A Af M.ftIA /I11% ..Arivw.ml 4I,mMnA .t+ A-Awi% M.tMAI
seam.
THESE PLANS AND ALL PROPOSED
Under
WORK
yment: To be compliant with FBC Sec 1507.1.1 ARE SUBJECT TO ANY CO RZC 110�IS
REQVIRED SY RaD 11SPECTORS
THAT
"Ay BE �1ECESg,,�'(I!d ORDER
Slope:
TO hall be in compliance with FBC Sec. COMPLY WITH ALL A.PPLlCA_V, 1
LE CODES
Install
etails: Table A ^ - Allowable- Loads.
_ METHOD i ! METHOD 2_
DESIGN
PRESSURE* _
-86 PSF Main field -97.25 PSF Perimeter
FASTEN
R SPACING
6" O.C.
6" O.C.
SEAM
HESIVE
Not required
3/16" continuous bead
Reference Data: ARCHITECTURAL TESTING, INC. TST ID#:1S27
UL S80- 16 & UL 1897-04 TEST REPORT 08133.01-4SO-18 06/30AS Specimen #1 & #2
EpUkALiKY..YL1897 04 is equivalent to Test Standard UL1897-12. essuremarn0fsae_2:1
__nr_f_.
Certifica of Independence:
Locke Boi irden, P.E. does not have, not will acquire a financial lntvwstRlr q9y company manufacturing or distributing products
under thi � evaluation. o��L D • g0 y�� �,,
Locke Bo den, P.E. is not owned, operated, or controlley+�I�nlp flan ��cturer, or distributing products under this
.. ft ,
report.
ONCE4ED �l e
ASTENERS OR ATTACH
E 7
ARE THI RESPONSISIM OF THE x seal
STATE OF �� r
CON RACTOR OFRECORD .00 Alc r�RIo � •'tea' :`FI )v
/� Y ,e
1
1. JJnd
2. Mini
3. Pro(
4. Eng
5. Fire
6. Sup
7. This
/ment to be compliance with current Florida Building Code (FBC)2017 61' ed..
n slope to be compliant with Florida Building Code 2017 6"' ed., and per with Manufacturer's installation reference.
r are compliant for State of Florida product approval per Rule 61 G20,3. Compliance Method: 1-D
ring analysis for "project specific approval by local authorities wfJudsdiction is allowed by other registered engineers.
sification is not part of this acceptance. Shear diaphragm values are outside this report
framing in compliance w/FBC 2017 6"' ed., Chapter 22 for Steel, Chapter 23 for Wood and Chapter 16 for Structural
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
19,
Panel Profile
16' o.C.
`4
3/41
Deck:
=15/32" or greater Plywood, or
- Wood plank
Integral Snap Lock
For METHOD 2:
Apply 3119' 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)
r
FL 17022.6 1.0 Nail Strip (26GA Steel), 16"Wide Roof Panel - Details
15/3Z' or greater Plywood, or
- Wood plank
Fnetcncr
Isometric View
. V1 ..AY 1%~i
Apply 3l1W' Bead Bostik 915TM Sealant
Continuous Along Male Rib Vertical Flange
(Refer to Table "A')