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Product Approval Menu > Product or Application Search > Application List > Application Detail
® FL # FL16952-112
Application Type Revision
Code Version 2017
Application Status Pending FBC Approval
Comments
Archived ❑
Product Manufacturer American Metals Supply, Inc.
Address/Phone/Email 3119 Queen Palm Dr.
Tampa, FL 33619
(813) 242-8100
Santos.Gonzalez@americanmetals.us
Authorized Signature Santos Gonzalez
Santos.Gonzalez@americanmetals.us
Technical
Quality Assurance
Category
Roofing
Subcategory
Metal Roofing
Compliance Method
Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
❑ Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed
Do Kim
the Evaluation Report
Florida Licensle
PE-49497
Quality Assurance Entity
PRI Construction Materials Technologies, LLC
Quality Assurance Contract Expiration Date
05/24/2022
Validated By
CBUCK Engineering
1
O Validation Checklist - Hardcopy Received
of Independence
Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
FL16952 R2 COI certificate of independence.odf
-from the Code
1504
1507.4
1609
2002.4
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Summary of Products
i
Method 2 Option B
01/10/2018
01/15/2018
01/21/2018
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
FL16952 R2 II 2017 FBC AMS 3 Inch Riser Pan Install
Dwo.Ddf
Approved for use outside HVHZ:
Yes
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 c
nstruction only. See
Evaluation Reports
installation instructions for other dgsign
limitations.
FL16952 R2 AE 2017 AMS Evaluation Reoort.pdf
Created by Independent Third Party: Yes
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Under Florida law, email addresses are pi
mall to this entity. Instead, contact the o
(1), Florida Statutes, effective October 1,
emalls provided may be used for official a
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AMERICAN AMERICAN METALS SUPPLY - ALUMINUM ROOF PANELS
3119 Palm
METALS= Ta pa,teen FL 3 619 Dr.
SUPPLY, A. (813) 242-8100
(LOCK PANELS TO INSTALL
0.750'
' (TYP.)
5 RIBS PER PANEL, EQUALLY SPACED
3" RISER ROOF PANELS
Exposure B 1ASCE 7-10 Ultimate Design Pressure Span Table
OPEN STRUCTURES
Wind S eed
Design Pressure
0.024" span (ft)
0.030" s an (ft)
110
18.4
10.00
12.00
120
21.2
9.85
12.00
130
24.8
9.40
12.00
140
28.8
8.87
11.58
150
33.0
1 8.17
1 11.11
160
37.5
1 7.68
1 8.50
Exposure B JASCE 7-10 Ultimate Design Pressure Span Table
ENCLOSED ATrACHED
STRUCTURES
Wind Speed
Design Pressure
0.024" s an (ft)
0.030" span (ft)
110
19.0
10.00
12.00
126
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
40.2
7.44
8.11
ti
o
ca
a
RIB (rYP.)
PRODUCT APPROVAL DETAILS:
• BLDG CODE: 6th 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
Notes:
1. Aluminum roof panels shall be of aluminum alloy 3105-HI or approved equal.
2. Roof panel metal thickness tested: 0.024" and 0.030".
3. Product materials conform to ASTM B209.
4. All inside bend radii are 0.047 unless otherwise noted.
5. Standard Manufacturing Tolerances:
Dimension +/- 0.005
Radius +/- .005
Angle +/-1"
6. Product test report for 0.030" and 0.024" Thickness Rolled 3" Riser Roof Panels, Test Report No.:
E9946.01401-44, Oct. 2, 2015. ASTM E330/13330M-14. Architectural Testing, Inc. an Intertek
company, 2250 Massaro Blvd., Tampa, FL 33619.
7. All product performance specifications and construction requirements shall be engineered by a
licensed design professional in accordance with the Aluminum Design Manual, Specifications &
Guidefines for Ahrminum Structures, Washington, DC, for wind resistance in conformance to FBC
Chapter 16 for Components and Cladding Loads, ASCE 7-10 Chapter 30 for Roof Components and
Cladding for Enclosed and Open Structures. Effective area for wind load calculations based on 36
sq. feet (absolute value of controlling design pressure is shown on span tables).
8. Span schedule show maximum mof panel spans between supports. Max. span deflection limit I/60.
9. Mean roof height of structure shall not exceed 15 feet above grade. Span tables for open structures
based on 5° max. roof slope. Span tables for enclosed structures based on 271 max. roof slope.
10. Each roof panel shall be connected per design professional's instructions, but shall have min. of
(3)-# 10 SMS w/neoprene gasket and washer at each support point (or other approved connection by
design professional) w/ min. 0.040" thick, 6063-T6 aluminum base metal.
Exposure C
ASCE 7-10 Ultimate Design Pressure Span Table
OPEN STRUCTURES
Wind Speed
Design Pressure
0.024" span (ft)
0.030" span (ft)
110
22.2
9.73
12.00
120
25.0
9.38
12.00
130
30.0
&67
11.44
140
34.8
7.93
8.89
150
39.9
7.46
8.16
260
45.4
1 6.94
7.45
Exposure C
ASCE 7-10 Ultimate Design Pressure Span Table
ENCLOSED ATTACHED
STRUCTURES
Wind Speed
Design Pressure
0,024" span (ft)
0.030" s an (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
8.53
150
42.7
7.21
7.79
160
48.6
6.49
7.05
DO KIM
& ASSOCIATES, LLC
CONSULTING
STRUCTURAL
ENGINEERS
Po BOX 10039
Tampa. FL 33679
Rev- Descri lion
Ao� '„! I35UED
iq U
DYK
¢ l Do1De1
This Item has been electronirallysigned and seated "'1�I-10-1
by Do Y. KIM PE on this date using a Digital
Signature. Printed copies of this document are not
considered signed and sealed and the signature
must be verified on any electronic copies. Drawing No. -140316
2018.01.10 IS:SS•5"5'00'
SHEET 1OF1