HomeMy WebLinkAboutPRODUCT APPROVAL - METAL ROOFING-'Florida Building Code Online _ . Page 1 of 2
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USEW PuProducblic cUser Approval RECEIVED
IP. USER: Public User
rl= 1 Product Anoroval Menu > Product or Application Search > Application List > Application Detail N O V 0 7 2018
8
®N FL # L116952-%k2
Application Type RevisAon —_
Code Version f'?017
Application Status Approved
SCANN E®
Comments
Archived
St Lude e%01inty
Product Manufacturer
`IAmerican Metals,Supply: Inc—
-_ :-�_ .
`r
Address/Phone/Email
—31 9 Queen Palm Dr.
Tampa, FL 33619
(813) 242-8100
i
Santos.Gonzalez@americanmetals.us
Authorized Signature
Santos Gonzalez
Santos.Gonzalez@americanmetals.us
I
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
iRoofing �---rr
Subcategory
I
Metl7g%
Compliance Method
Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
t Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed
Do Kim
the Evaluation Report
Florida License
PE-49497
Quality Assurance Entity
PRI Construction Materials Technologies, LLC
Quality Assurance Contract Expiration Date
05/24/2022
Validated By
James L. Buckner, P.E. @ CBUCK Engineering
✓3 Validation Checklist - Hardcopy Received
Certificate of Independence
FL16952 R2 COI certificate of indeoendence.odf
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Sections from the Code .
1504
1507.4
1609
2002.4
Product Approval Method Method 2 Option B
https://www.floridabuilding. org/pr/pr_app_dtl. aspx?param=wGEVXQwtDgvBwYu9TrZ... 10/25/2018
Florida Building Code Online
Page 2 of 2
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Summary of Products
r i
01/10/2018
01/15/2018
01/21/2018
04/10/2018
FL #
Model, Number or Name
Description
16952.1
3" Riser Aluminum Roof Panels
0.024" and 0.030" thick x 3" x 12" wide riser roof panels
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
FL16952 R2 I1 2017 FBC AMS 3 Inch Riser Pan Install
Dwa.Dclf
Impact Resistant: N/A
Verified By: Do Kim PE 49497
Design Pressure: +48.6/-48.6
Created by Independent Third Party: Yes
Other: For use in outdoor patio construction only. See
Evaluation Reports
installation instructions for other design limitations.
FL16952 R2 AE 2017 AMS Evaluation Reoort.Ddf
Created by Independent Third Party: Yes
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Contact Us :; 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement
Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic
mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. `Pursuant to Section 4551275
(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one.IThe
emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not.wish to supply a personal address,
please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please
click here .
p Product Approval Accepts:
ECliErk
to
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https://www.floridabuilding. org/pr/pr_app_dtl. aspx?param=wGEVXQwtDgvBwYu9TrZ... 10/25/2018
AMERICAN; j AMERICAN METALS SUPPLY -ALUMINUM ROOF PANELS --
�LpIIIY+A �pr'�k 3119 Queen Palm Dr.
METALSi Tampa, FL 33619
SUPlY!+, (813) 242-8100
CLOCKS TO INSTALL
PRODUCT -APPROVAL DETAILS: -
• BLDG CODE: 61h Edition (2017) FLORIDA BUILDING CODE
• HVHZ: NOT FOR USE IN HVHZ
• LIMITS OF USE: FOR PATIO USE ONLY.
-CARPORTS
-PATIO COVERS
-SUNROOMS
-SCREEN ENCLOSURES
-CANOPIES
-OTHER SIMILAR MINOR STRUCTURES
DO KIM
A ASSOCIATES. LLC
CONSULTING
STRUCTURAL
ENGINEERS
PO BOX 10039
Tampa. FL 33679
0.750"
Notes:
R-M.1
13esalp0on
DI -B60 1 1.
Alumiuutn roof panels shall be of alutnittum alloy 3105-H1 or approved equal
"e
t0I0 ISSUED
0
II^II
2.
Roof panel metal thickness tested: 0.024" and 0.030".
Q
an4.
to
3.
5.
Product materials confunn to ASTM B209.
All inside bend radii me 0.047 unless otherwise noted,
Standard Manufacturing Tolerances:
p
o
o.2sD.
o
Distension +/ - 0.005
Radius +/- .005
0•200.
Angie
Angie +/- I'
N
In
6.
Produci test report for 0.030" and 0.024" Thickness Rolled 3" Riser Roof Pancls. Test Report No.:
N
o-
o
RIB (IYP.) N
F.9946.01-401-44, Oct. 2, 2015. ASTM F.330/F.330M-14. Architectural Testing, Inc, an Tnlertek
cinnpany, 2250 Massaro Blvd., Tanipa, FL 33619.
g
45 �')
7.
All product performance specifications and construction requirements shall be engineered by a
licensed design professional in accordance with the Aluminum Design Manual, Specf icatimts &
U)
'
Guidelines jar Aluminum Srritcntres, IYasliugron, DC, for wind resistance in confomnance to FBC
c
_
o
Chapter 16 for Components and Cladding Loads, ASCE 7-10 Chapter 30 for Roof Componcuts and
w 1-
5 RIBS PER PANEL, EQUALLY SPACED
Cladding for Enclosed and Open Structures. Effective area for wind load calculations based oil 36
a
� °a
sq. feet (absolute value of controlling design pressure is shown un span tables).
a
13� ai
8.
Spas schedule show maxinwm roof paid spans between supports. Max. span defloction limit L/60.
to
LLO w
9.
Mean ronf lieight of structure shall not exceed 15 feet above grade. Span tables for open structures
m
-n O
12'
based on 5° max. roof slope. Span tables for enclosed structures based on 27° max. roof slope.
LZU O tU
O it
10.
Each roof panel shall be connected per design professional's instructions, but shall have inin. of
a
3" RISER ROOF PANELS
(3)-#10 SMS w/neoprene gasket and washer at each support point (or other approved connection by
c Z
LL ¢ U
a.
design professional) w/ ntin. 0.040" thick. 6063-T6 aluminum base metal.
0) 2
p
IL
K
Exposure C
ASCE7-10 Ultimate Design Pressure Span Table
W
0:��
to EL O
Exposure B JASCE 7-10 Ultimate Design Pressure Span Table
OPEN STRUCTURES
OPEN STRUCTURES
ii W
Z
Wind Speed
Design Pressure
0.024" span (ft)
0.030" s an (ft)
Wind Speed
Design Pressure
0.024" s an ft
0.030" span (ft)
U Ei
110
18.4
10.00
12.00
110
22.2
9.73
12.00
DRAVMBY: DYK
CHECKED BY: DYK
120
21.2
9.85
12.00
120
25.0
9.38
12.00
SCALE:
AS SH•
130
24.8
9.40
12.00
130
30.0
8.67
11.44
DAME
3116114
140
28.8
8.87
11.59
140
34.8
7.93
8.89
F1SOif
3 0 -
817
1. 1�
110
39.9
7.46
8.16 .
160
37.5
7.68
S.50
160
45.4
6.94
7.45
Exposure B JASCE 7.10 Ultimate Design Pressure Span Table
ENCLOSED ATTACHED
STRUCTURES
Wind Speed
Design Pressure
0.024" span (ft)
0,030" span (ft)
110
19.0
10.00
12.00
120
22.6
9.68
12.00
130
26.5
9.19
11.83
140
30.8
8.53
11.36
150
35.3
7.88
8.81
160
1 40.2
7.44
8.11
Exposure C
ASCE 7-10 Ultimate Design Pressure Span Table
ENCLOSED ATTACHED STRUCTURES
Wind Speed
Design Pressure
0.024" span (ft)
0.030" span (ft)
110
23.0
9.63
12.00
120
27.3
9.09
11.74
130
32.1
8.32
11.21
140
37.3
7.70
9.53
ISO
1 42.7
7.21
7.79
160
1 48.6
6.49
7.05
n
This Item has been elecboolally signed and sealed
by DoY. Kum PE on this date using a Digital
Signature. hinted copies of this dommmt are not
considered signed and sealed and the signature
must be veilned many elet,nm ccoples.
201 F.01.10155550 -0 S00'
-10-181
Drawing No. -140316
SHEET 1OF1