HomeMy WebLinkAboutPRODUCT APPROVAL METAL ROOFINGSCANNED
FLOAJOA 011PAMYGNT Pfl lti
BY
Su&OrieonRegaon
Lucie CoWtv St
Era= 4
EICIS Home I Log In I User Registration Hot TOPICS Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site MapI Links Se 'h =
Florida
Product
ro UnAppro
val
USER: Pb lc UserdnrdevTrs
r
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 F'i
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 Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category Roofing
Subcategory Metal Roofing
.Compliance Method Evaluation Report from a Florida Reglstered Architect or a' Licensed
Florida Professional Engineer
❑ 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 CBUCK Engineering
El Validation Checklist - Hardcopy Received
Certificate of Independence FL16952 R2 C01 certificate of independence.od
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
I
Date Submitted 01/10/2018
Date Validated 01/15/2018
Date Pending FBC Approval 01/21/2018
Summary of Products
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
i
Installation Instructions
Approved for use in HVHZ: No
FL16952 R2 II 2017 FBC AMS 3 Inch Riser Pan Install
DwD.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 construction only. See
Evaluation Reports
Installation instructions for other design limitations.
FL16952 R2 AE 2017 AMS Evaluation Reoort.odf
Created by Independent Third Party: Yes
Back Next
Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida Is an AA/EEO employer. Coovrioht 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 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. They
emalls 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 hfM.
Product Approval Accepts:
PW
®®®
Credit Card
Safe
AMERICAN! A AMERICAN METALS SUPPLY - ALUMINUM ROOF -PANELS---
_ _ 3149 Queeri Palm Dr -
=METALS Tampa, FL 33619
SUPPLY, ^ (813) 242-8109
LOCK PANELS TO INSTALL
PRODUCT APPROVAL DETAILS:
• BLDG CODE: 6th Edition (2017) FLORIDA BUILDING CODE
TE I M
• HVHZ: NOT FOR USE IN HVHZ
S
& At350CIATES, LLC I
• LIMITS OF USE: FOR PATIO USE ONLY.
CONSULTING
-CARPORTS
STRUCTURAL
-PATIO COVERS
ENGINEERS
-SUNROOMS
-SCREEN ENCLOSURES
PO BOX 10039
-CANOPIES
Tampa, FL 33M
-OTHER SIMILAR MINOR STRUCTURES
0.750"
Notes:
RviDat
o
Description
n
0
1 660 I 1.
Aluminum roof panels shall be of aluminum alloy 3105-HI or approved equal.
m;e
'SSA
c
2.
Roofpanel metal thickness tested: 0.024" and 0.030".
IL
-
0
3.
4.
Product materials conform to ASTM B209.
All inside bend radii are 0.047 unless otherwise noted
e
c
5.
Standard Manufacturing Tolerances:
o zJD.
Dimension +/ - 0.005
Radius +/- .005
Angle +A I"
N
N
6.
Product test report for 0.030" and 0.024" Thickness Rolled 3" Riser Roof Panels, Test Report No.:
g
c
RIB (rrPJ
eJ
E9946.01.401 44, Oct. 2, 2015. ASTM E330/E330M-14. Architectural Testing, Inc. an Intertek
company, 2250 Massaro Blvd., Tampa, FL 33619.
1 as (TYP.)
7.
All product performance specifications and construction requirements shall be engineered by a
licensed design professional in accordance with the Aluminum Design Manual, Specifications &
to
Guidelines forAluminum Structures, Washington, DC, for wind resistance in conformance to FBC
(5
ui
3
c
Chapter 16 for Components and Cladding Loads, ASCE 7-10 Chapter 30 for Roof Components and
-
w
5 RIES PER PANEL. EQUALLY SPACED
Cladding for Enclosed and Open Structures. Effective area for wind load calculations based on 36
n
j O
•a
-
sq. feet (absolute value of controlling design pressure is shown on span tables).
n
m uj
8.
Span schedule show maximum roof panel spans between supports. Max. span deflection limit L/60.
U)
0 W
LL
9.
Mean roof height of structure shall not exceed 15 feet above grade. Spain tables for open structures
>
t z'
based on 51 max. roof slope. Span tables for enclosed structures based on 27a max. roof slope.
2
Z U w
10.
Each roof panel shall be connected per design professional's instructions, but shall have min. of
SMS by
C
¢ O K
aF
3 RISER ROOF PANELS
(3)4l0 w/neoprene gasket and washer at each support point (or other approved connection
•= Z
LL
O 0. 0
design professional) w/min. 0.040" thick, 6063-T6 aluminum base metal,
p
a
0 F F
Exposure C
ASCE 7-10 Ultimate Design Pressure Span Table
~
L)
w0�
m 0. O
Exposure B JASCE 7-10 Ultimate Design Pressure Span Table
OPENSTRUCTURES
OPEN STRUCTURES
IZ
L Z
Wind Speed
Design Pressure
0.024" span (ft)
0.030" span (ft)
Wind Speed
Design Pressure
0.024" span (ft)
0.030" span (ft)
U C3
m U m
110
18.4
10.00
12.00
110
22.2
9.73
12.00
DRAWNBY:
t1YK
120
21.2
9.85
12.00
120
25.0
9.38
12.00
CHECKED BY:
DYKSCALE: AS Star
% 130
24.8
9.40
12.00
130
30.0
8.67
11.44
DATE:
3116114
140
28.8
8.87
1LS8
140
34.9
7.93
8.89
150
33.0
8.17
11.11
150
39.9
7.46
8.16
160
37.5
1
7.68
8.50
160
45.4 1
6.94
1 7.45
Exposure JASCE7-10Ultimate Design Pressure San 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
30.9
8.53
1L36
150 _
35.3
7.88
8.81
160
40.2
7.44
8.11
Exposure C
ASCE 7-10 Ultimate Design Pressure Span Table
ENCLOSED A
CHEM 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
1 42.7
7.21
7.79
160
48.6
6.49
7.05
* DO lam
Thisitemhasir"' electrunkally signed and sealed"";
**rtTr`'1-10-18
by Do Y.lam, PE on this date using a Digital
Signature. Printed coples of this document are not
considered signed and sealed and the signature
Drawing No. -140316
must be willied on arry electronic copies.
2018.01.101535d0-05W
SHEET IOF1