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RL .SLagaroval Menu > Pradvct ar Apollcaaon Search > goollation List> AppllraHpn Detail ,
FL #
Application Type
Code Version
Application Status
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
FL23953
New
2017
Approved
Cl
Petersen Aluminum
102 Northpoint Parts
Building 106
Acworth, GA 30102
(800)272-4482
Sal Delfino
Technical Representative Sal Delfino
Address/Phone/Email 102 Northpoint Parl
Building 106
Acworth, GA 30102
(954)931-1392
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
Tom Creigh, VP
Petersen Aluminum,
1005 Tonne Road
Elk Grove, IL 60007
(800)722-7150
Roofing
Metal Roofing
Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
❑ Evaluation Report - Hardcopy Received
L
Florida Engineer or Architect Name who developed the Locke Bowden II
Evaluation Report ti
Florida License
PE-49704
Quality Assurance Entity
UL LLC
Quality Assurance Contract Expiration Date
06/30/2019
Validated By
Zachary R. Priest, P.E.
G Validation Checklist
Certificate of Independence
Referenced Standard and Year (of Standard)
Hardcopy
Standard
Year
ASIM E 1592
" 2005
1
TAS 125
2003
UL 1897
�yI 2012
UL 580
1. 2006
https://floddabuilding.org/pr/pr app_Otl.aspx?pamm=wGEVXQvADquSi
y
115
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• 6/28/2018 Florida Building Code Online U
Equivalence of Product Standards
I'
Certified By
Sections from the Code
IP.
Product Approval Method Method 1 Option D
j
Date Submitted 10/16/2017
Date Validated 10/29/2017
Date Pending FBC Approval 10/30/2017
Date Approved 12/12/2017
22-Gauge
Summary of Products
FL #
Model, Number or Name
D rption
I
23953.1
2.67" x 718" Corrugated Panels
2 Ga a S[e
1 and .032" Aluminum
Limits of Use
Installation
Instructions
III
Approved for use in Ht/HZ: No
FL23953 RO
II FL 23953 Petersen
Aluminum Detail Binder
$5.= 1.
I
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: N/A
Verified By: Locke Bowden,
Created by Independent Third
P.E. 49704
Party: Yes
Other: ASTM 1592-01 Tested Loads open framing with 2.0
Safety Factors: 24 Gage Steel: 5'0"= -78.6 PSF 2'0"= -159.8
Evaluation Reports
FL23953 RO AE FL 23953
[
PETERSEN ALUM REPORT
I,q�olete-SS:bdf
Created by Independent Third
PSF .032" Aluminum: 5'0"=-47.1 PSF 2.0"= -156.4 PSF
Party: Yes
23953.2
7.2" Rib Panel
24 Gage Steel .032" Aluminum
Limits of Use
InstallationlInstrctions'��
Approved for use in HVHZ: No
FL23953 R0 II FLu23953 Petersen
Aluminum Detail Binder
$5.= 1
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: N/A
Verified By: Locke Bowden, P.E. 49704
Created by Independent Third Party: Yes
Other: ASTM 1592 Tested Loads open framing: 24 Gage Steel:
Evaluation Reports 1
5'0"= 78.8 PSF, 2'0"= -159.7 PSF, .032" Aluminum: 5'0"=
FL23953 ROB AE FL 23953 PETERSEN ALUM REPORT
camnlete-SS:odf
Created by Independent Third Party: Yes
-61.1 PSF 2'0"= -104.0 PSF
23953.3
Edge -Lac 1.0 (.032" min.)
.032" Aluminum over 1/2" min. Plywood
Limits of Use
Installation'Instructions
Approved for use in HVHZ: No
FL23953 ROI
II FL 23953 Petersen Aluminum Detail Binder
5$i Pdf
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +N/A/-52.5
Other: The use of a Class "A" fire barrier Is not required
outside the HVHZ unless otherwise specified in the building
Verified By:
Created by Independent
Evaluation
FL23953 RO!
ocke Bowden, P.E. 49704
Third Party: Yes
Reports 1',
AE FL 23953 PETERSENALUM REPO
gomnle[e-SSbdf
code. Design pressure includes a safety factor=2:0. Fasteners
Created by Independent
to be corrosion resistant. All materials and Installation to be In
Third Party: Yes
compliance with FBC (2014) 5th Edition.
23953.4
Large Precision Tile Panel: Aluminum
14.5" wide x
1032" (min) aluminum Large Precision Tile Panel
Limits of Use
Installation Instructions
It
Approved for use in HVHZ: No
F 23R53 R01 It 3 53 P rsn Aluminum Detail Binder
,zi.edf I I
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +N/A/-202
Verified By: Locke Bowden, P.E. 49704
Created by Independent Third Party: Yes
Other:
Evaluation Reports M
'
FL23953 R0'.AE FL 23953 PETERSEN ALUM REPORT
complete-SS'Wf p
Created by Ipdependent Third Party: Yes
23953.5
Large Precision Tile Panel: Steel
14.5" wide x 24 ga. (min) steel Large Precision Tile Panel
Limits of Use
Installation Instructio•.
It
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
F 2 RO I. iI 2 5ns P
rs n Aluminum Detail Binder
550df
Locke
Impact Resistant: N/A
Verified By: Bowden, P.E. 49704
Design Pressure: +N/A/-248
Created by Independent Thi "d Party: Yes
Other:
FV 239 Evaluation RO I A FI 23953 PETERS N ALUM REPO
complete _SS.bdl 11
Created by Independent Third Party: Yes
n
f 1
2/5
�m
P®® ®CIA
I PETERSEN
Compliant with Florida Building Code 2017 (6'" ed.)
Compliant with Florida Product Approval Rule # 61G20-3
Compliant Quality Assurance Program: UL LLC
19/32" plywood deck w/ corrosion resistant (2) #10-12 fasteners per clip. Clips are
of the panels & a batten cap is installed over the outside of the vertical legs to reti
(2) #10-16 x 1" long, SS, pancake head fasteners; two per clip. Manufacturer requires
piece 3-%" wide x 1-7/8" high with a 1-3/8" wide, horizontal leg fabricated from No. 1
by 1-3/4" high rib at the female panel, sealant allowed at panel side joints. An underL
membrane is required by manufacturer. Fasteners thru clips to substrate are conceals
vertical ribs of the panels.
Acworth, GA 30102
(800)272-4482
ar clips and 1" high legs fastened to
d between the adjacent vertical legs
on the clips. Panel Width: 12"
le B-C fastened with corrosion resistant
Sinless steel fasteners. Panel Clip: one
.MSG stainless steel. Panel width:16" wide
11
nent of 60 MIL "high temperature"
behind the adjacent nesting/lapping
The panels were attached to the perimeter of the woad deck at 6" o.c. Panel Clip: Tite,Loc 2-Plece clips w/ #10-12 x 1" fasteners.
0.040" Alum. X 12"
0.040" Alum. X 16"
"Design Pressure:
Clip Spacing:
"Design Pressure: f Clip Spacing:
107.9 PSF -
24" o.c.
76.7 PSF �, 24" o.c.{:
146.9 PSF
12" O.C.
87.15 PSF C 12" o.cJ
152.1 PSF
6" o.c.
10S3 PSF �. 6" o.c.!
M-36 Panel installed over 166A Steel purlins @ 12" o.c. w`/ the shorter side of the system fastened using corrosion resistant (1)
#12 x 1-1/4" HWH SDS w/ neoprene washer (per manufacturer) @ ea, valley located 6 o.c. The first panel & ea. panel joint was
fastened at the longer side of the system using a single row of #12 x 1-1/4" HWH SDS w/ neoprene washer (per manufacturer) @
22" o.c. I I '
24GA Steel
0.032" Aluminum
"Design Pressure:.
Spacing:
"Design Pressure: I.
Spacing:!
-80 PSF
@_5' o.c.
-70 PSF_
@ S' o.c.
-120 PSF
@ V o.c.
-107 PSF
SEE LOAD TABLES FOR MOREAVAILABLE
rh
"DESIGN PR&,.S`t%1)VW"br9W.4d7¢PBjj',MARGINOF2:1
l!_ STATE OF
1Wi!
The panels were Installed over 16GA supports fastened w/ corrosion resistant #12-14'k 1" self -drill fasteners w/ 0.55" dia. seal
washer head spaced as shown an the Install detail. Panel side joints were overlapping using corrosion resistant #12-14 x Y." self -
drill lap fasteners w/ 0.55" dia. seal,washer head located at 12" o.c. _ 1. !'
I f -52.8 PSF I -@:5' o.c. Il -49.5 PSF 1 I @ S' o.c. I
Spacing I "Design Pressure: I I Spacing:
9 -28.0 PSF i I @ 5' o.c. 1 -49.7 PSF I I @3' o.c. li
The panels Were installed over 16GA supportstasteneri W/-co roslon resistant)/4
with 5/8" seal washer located at every low cell of the panel. The panel side -joints
1" long hex head self -drill fasteners w/ 5/8" seal washer @ 18" o.c. _
__ 246A Steel I a.a92'
••Design Pressure: Spacing: ••Design Pressure:). Spacing:
78.8 PSF @ 5' o.c. ' _61.1 PSF @ 5' O.C.
The 24GA Steel panels were fastened over 16GA supports using corrosion resistant Y.
fasteners w/ 5/8" seal washer located at every other low cell of the panel as shown e
at every low cell of the panel. The panel side -joints were single overlapping fastened
head self -drill fasteners w/ 5/8" seal washer @ 12" o.c. _
24GA Steel
"Design Pressure: I Spacing:
1 -159.9 PSF I @ 2' o.c._I
The 0.032" Aluminum panels were fastened over 16GA supports using corrosion res
fasteners w/ 5/8" seal washer located at every other low cell of the panel as shown
at every low cell of the panel. The panel side -joints were overlapping fastened w/ i
self -drill fasteners w/ 5/8" seal washer @ 12" o.c.
- -47.1 PSF __J @ 5' o.c.
-156.4 PSF @ 2' o.c.
resistant #12-14 x
L4 x 1-1/4" long hex head self -drill
Install details'. The fixed end was fastened
/ corro;ton resistant!12-14 x 1"long hex
1
nt Y"-14 x 1-1/4" long hex head self -drill
Install details. The fixed end was fastened
3sion resistant #12-14 x 1" long hex head
Standing seam panel was fastened over min. 22GA, Grade 33 B-deck @ max. 5' o.c. with clip using corrosion resistant (2) #14-20
Dekfast screws per clip through 4" x 5" x 166A bearing plate and rigid insulation into deck; fastener should be of sufficient length
to penetrate min. Y." through the deck. Tite-Loc Plus AR sliding clip: 2 fasteners per clip, Clip Tab: 4.313" wide, 50ksi, 22GA G90
Coated Steel; Clip Base: 2.5" wide, 50ksi,18GA G90 coated steel. MSA "Quick Stick HT" 40 mil peel &,stick or approved equal.
Installed over insulation board as per manufacturer's install guidelines. Insulation boar
ld: 2" min. - 4 i, max. thickness to comply w/
FBC 2017. Slope Y:12 or greater in accordance w/ FBC 2017. Rib Height: 2" ',•
•'Design. Pressure:
Clip Spacing:
-52.SPSF - -
- @ 48" O.C.
-160.95 PSF
@ 12" o.c.
Certificate of Independence:
Locke Bowden, P.E. does not have, not will acquire a financial
under this evaluation.
Locke Bowden, P.E. is not owned, operated, or controlled by i
report.
A SAFETY MARGIN OF 2:1
or distributing products
or distribiRing products under this
;.Fs �...I• tJ,,
ALj Eq�`�
Drawing Report
Mill Ft Pierce - Feed NHII Warehouse
Section: Entire Job
Page: Feed Mill warehouse
Sutter Roofing Company of Florida 8284 Vico Court Sarasota, FL 34240 Phone:
ii
3Z7.-'1000 Fai x: 941-377-4499
y
00
v
Drawing Report
Feed Mill Ft Pierce - Feed MIll Warehouse
Legend Pitch
0 5/12
Description
Corrugated Metal
Drip Edge
Rake Edge
Section: Entire Job
Page: Feed Mill warehouse
LF
884.00
608.00
208.00
EA
4.00
2.00
2.00