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FL # FL16952-R1
Application Type Revision
Code Version 2014
Application Status Approved
Comments
Archived
Product Manufacturer American Metals Supply, Inc.
Address/Phone/Email 3119 Queen Palm Dr.
Tampa, FL 33619
(813) 242-8100
Santos.Gonzatez@americanmetals.us
Authorized Signature Santos Gonzalez
Santos. Gonzalez@a mericanmetals, us
Technical Representative
Address/Phone/Emall
Quality Assurance Representative
Address/Phone/Email
Category Roofing
Subcategory Metal Roofing
FBC Staff BCIS Site Map Links Search
I)EC 1 3 201?
R-ER."All7iidCs
5t. Lucie Oounj, FL
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 the Evaluation Do Kim
Report
Florida License PE-49497
Quality Assurance Entity PRI Construction Materials Technologies, LLC
Quality Assurance Contract Expiration Date 12/31/2020
Validated By lames L. Buckner, P.E. @ CBUCK, Inc.
°°' Validation Checklist - Hardcopy Received
Certificate of Independence FL16952 R1 C01 certificate of independence.odf
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
a
Sections from the Code
y j 1504
7 1507.4
1609
2002.4
Product Approval Method
Method 2 Option B
i• 6Date Submitted
10/30/2015
Date Validated
10/30/2015
Date Pending FBC Approval
11/04/2015
Date Approved
12/15/2015 1
FL # ;Description
... _..... .... ....... _............................. - .... -................. -- - ---._._._._.._........._.........._..._._._..... - ..._...)t ...— — - - ......_... -- ------ 16952.1 3" Riser Aluminum Roof Panels 10.024" and 0.030" thick x 3" x 12" wide riser roof panels
https://www.floridabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwtDgvBwYu9TrZNm9sRhczFZg8OEz8Yl2zTMKu8D068ZcFIMQ%3d%3d 1/2
11/30/2017 Florida Building Code Online - \
Y I Limits of use Installation Instructl" i
Approved for use In HVHZ: No -_�' F I'g 2 RI II 2014 : •r2.1 3 Inch Riser Pan Install Dwg.pdf
Approved for use outside HVHZ: Yes Verified By: Do Kim PE 49497
Impact Resistant: N/A Created by Independent Third Party: Yes
Design Pressure: +48.6/-48.6 Evaluation Reports
Other: For use in outdoor patio construction only. See Installation instructions for i FL16952 RI AE 2014 AMS Evaluation Reoort.odf
other design limitations. I Created by Independent Third Party: Yes
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 mail
to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. -Pursuant to Section 455.275(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. The 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 .
Product Approval Accepts:
eChsct
Credit. i
sale
securitym
https://www.floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDgvBwYu9TrZNm9sRhczFZg8OEz8Yl2zTMKu8D068ZcFIMQ%3d%3d 2/2
Q�lD�A11�1 AMERICAN METALS SUPPLY - ALUMINUM ROOF PANELS
li�flLLllll 1I✓�rNN1111 3119 Queen Palm Dr.
MEMLS, Tampa, FL 33619
Sone r / (813) 242-8100
LOCK PANELS TO INSTALL
3" RISER ROOF PANELS.
Exposure B JASCE 7-10 Ultimate Design Pressure Span Table
OPEN STRUCTURES
Wind Speed
Design Pressure
0.024" span (ft)
0.030" span (ft)
110
18.4
10.00
12.00
120
23-2
9.95
12.00
130
24.8
9.40
12.00
140
28.8
8.87
11.58
150
33.0
8.17
11.11
160
37.5
7.68
8.50
Exposure B JASCE 7-10 Ultimate Design Pressure Span Table
ENCLOSED ATTACHEDI
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
40.2
7.44
8.11
PRODUCT APPROVAL DETAILS:
• BLDG CODE: 2014 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:
I.
Aluminum roof panels shall be of aluminum alloy 3105-H I or approved equal.
2.
Roof panel metal thickness tested: 0.024" and 0.030".
3.
Product materials conform to ASTM B209.
4.
S.
All inside bend radii are 0.047 unless otherwise noted.
Standard Manufacturing Tolerances:
Dimension + / - 0.005
Radius -1 .005
Angle +/- /°
.o 6.
Product test report for 0.030" and 0.024" Thickness Rolled 3" Riser Roof Pancls, Test Report No.:
E9946.01-40144, Oct. 2, 2015. ASTM E3301E33OM-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
L
licensed design professional in accordance with the Aluminum Design Manual, Specifications &
Guidelines for Aluminum 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 roof panel spans between supports. Max, span deflection limit L/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 27e max. roof slope.
10.
Each roof panel shall be connected per design professional's instructions, but shall have min. of
(3)4i 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
1200
130
30.0
8.67
11.44
140
34.8
7.93
9.89
150
39.9
7.46
8.16
160
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" 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
8.53
150
42.7
7.21
7.79
160
48.6
6.49
7.05
D❑ KIM
& ASSOCIATES, LLC
CONSULTING
STRUCTURAL
ENGINEERS
PO BOX 10039
Tampa, FL 33679
Re jw a Description
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-15
Drawing No. -140316
SHEET 1OF1
DO Kim & ASSO0IATE89 LLC
CONSULTING STRUCTURAL ENGINEERS
Florida Board of Engineers Certificate of Authorization No. 26887
Product Evaluation Report
Date: October 27, 2015
Report No.: 152710.1
FL Product Approval t FL# 16952
Product Category: Roofing
Product sub -category: Metal Roofing
Product Name: 3" Aluminum Riser Roof Panel
Manufacturer: American Metal Supply, Inc.
3119 Queen Palm Dr.
Tampa; FL 33619
Phone:8.13.242.8100 Fax:813.242.8110
Scope:
This product evaluation report issued by Do Kim and Associates, LLC and Do Kim, P.E. for American
Metal Supply, Inc. and is based on Florida Department of Business. and Professional Regulation Rule
61 G20-3, Method (2) (b) of the State of Florida Product Approval. Re-evaluation of this product shall be
required following pertinent Florida Building Code modifications or updates.
Do Kim and Associates, LLC and Do Kim, P.E. do not have nor will acquire financial interest in the
company manufacturing or distributing the product or in any other entity involved in theapprovalprocess
of the product named herein.
This product has been evaluated for use in locations adhering to the Florida Building Code, 51h Edition
(FBC) and where pressure and deflection requirements, as determined by Chapter 1.6 of the Florida
Building Code, do not exceed the design pressures as shown on the approval.
Digitally signed
by Do Kim, P.E.
Date: 201°5:0.30
14:2.156-04'00'
10-27-15
Do Kim, P.E.
FL #49497
P.O. Box 10039
Tampa, FL 33679
dk@dokimengineering.net
813.857.9955
Sheet 1 of 2
DO Kim & ASSOCIATES, LLC
CONSULTING STRUCTURAL ENI3INEERS
Supporting Documents
1. Product Approval Installation Drawings:
a. Drawing No. 140316 titled "3" RISER ROOF PANELS", Sheet 1 of 1, prepared by Do
Kim & Associates, LLC signed and sealed by Do Kim, P.E (FL PE# 49497).
2. Testing:
a. Testing per ASTM E330/E330M-14, Test Report No.: E9946.01-401.44, Report Date:
10/02/15, 3" Riser Pan Series, 0.030" and 0.024" Thickness Rolled Formed Aluminum
Roof Panel rendered to American Metals Supply, Inc,,, Tampa, FL by Architectural
Testing, Inc., an Intertek Company ("Intertek-ATI"), 2250 Massaro Blvd., Tampa,_.FL
33619.
3. Engineering Analysis/Calculations:
a. Comparative and rational analysis has been conducted for allowable span conditions.
based on minimum and maximum boundary span testing.
b. Rational analysis has been performed per FBC requirements as listed in the product
application and acceptable standards of engineering principles.
4. Quality Assurance Entity:
a. Letter of Participation issued by PRI Construction Materials Technologies, LLC. (FBC
Organization Number QUA9110) confirms that .this manufacturer is within a quality
assurance program for this product under Rule 61G20-3.008 (5).
Limitations and Condition of Use
1. This product has not been tested for Impact Resistance.
2. This product has been not been evaluated for use within the High Velocity Hurricane Zone
(HVHZ).
3. This product has been designed to resist wind loads as indicated in the design schedules. on the
Product Evaluation Documents and Installation Drawings.
4. The product listed above shall conform to and be in strict compliance with all requirements and
limitations as described in this Product Evaluation Report and in the Installation Drawings. All
product components shall be of the material specified in the Product Evaluation Documents and
Installation Drawings.
5. Refer to Product Approval Installation Drawings noted above for:
• All supporting host structures shall be designed to resist all superimposed loads and shall
be of a material listed in this product's respective anchor schedule. Host structure
conditions which are not described in this product's anchor details shall be designed for
on a site -specific basis by a registered design professional.
• All components which are permanently installed shall be protected against corrosion,
contamination, and other such damage at all times per FBC.
• Material fabrication, properties, and performance parameters.
6. Linear interpolation may be used for figures shown in all tables.
Do Kim, P.E.
FL #49497
P.O. Box 10039 dk@dokimetigineering.net
Tampa, FL 33679 813.857.9955
Sheet 2 of 2