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Application Type Poevidon
Code version 2014
Application Status
Approved
Comments
A!"IlVad
Product ManLffactu ar
AddreWPho" i ill American Metals Supply, Inci
3119 Queen Palm Dr.
Tampa, PL 33619
(813) 242-8100
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Evaluation Report - Hardtopy Rec&ed
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Florida Ucense FE-49497
Quality Assurance wtty PRI Construction matemisTechnolooft, LLC
Quality Assurance, 'oftad Bottion Date IV3VZ020
Validated By 3ames.L. eudmar, P.E. at CWCK Enginvedng
On C eddist - Hotdcopy Received
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AMERICAN METALS SUPPLY -ALUMINUM ROOF PANELS
M�jE'RICAH 3119 Queen Palm Dr.
' ALS-' v Tampa, FL 33619
SUPPLY (813) 242-8100
• LOCK PANELS TO INSTALL
L_
5 fzIBS P[R PIM44t. (OVALLY �PA(Eq
i
3" RISER ROOF PANELS
PRODUCT APPROVAL DETAILS: _
• BLDG CODE: 1014 FLORIDA BUILDING, COD!'
• HVH2: NOT I-ORUSE INHVHL
• LIMITS OF USE: FOR PATIO USE ONLY.
-CARPORTS
-PATIO COVL•RS
-SUNROOMS
-SCREEN ENCLOSURES
-CANOPIES
-OTHER SIMI- M
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6 ASSQCIIr E:S• Lll
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CCN UIt,TING
STR CTURAL
ENGINEERS
T°f^Wt FL 33679
IN01t STRUCTURES
Notes:
1. Aluminum roofpanels shall be ofaluminum alloy 3105-Hl orroved seal.
2. pP q
Reyto°e+ oestttiuuoa -
Roof panel metal thickness tested: 0.024" and 0.030",
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3. Product tuaterinis conform to ASTM B209.
4. All inside bend radii are 0.047 unless otherwise noted.
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5. Standard ManufucturingTolcmnccs:
Dimension * /- 0.005
-----
Rudius +/_ -00S
! ��
Angle +/- 1°
--
6. Product test report For 0.030" and 0.024" Thickness Rolled 3" Riscr Roof Pancls, Tat Report No.:
- -
E9946.01401-44, Oci. 2, 2015. ASTM E330/030M-14. Architectural
r
Testing. Inc, an lntenck
company, 2250 Massaro Blvd., Tampa, FL 33619.
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7. All product perfomtance specifications and construction requirements shall be engineered by a
licensed design professional in accordance
3
with the Aluminum Design Manual, Speeifrrvrionr &
Guidelines jor Aluminuur Suvctures, Washington, DC, for
= rn
wind resistance in conformance to FBC
Chapter 16 for ComPonems and Cladding Loads, ASCE 7-10 Chapter 30 for RoofC000p(,nents
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L: w
3
and
Cladding for Enclosed and Open Structures. E!fectivc area for wind load calculations based 36
to
ai O
on
sq. feel (absolute value ofcontrolling design Pressure is shown on span tables).
8. Span schedule show
IR
� m
nmximunl roof panel slmns betwwn supports. Max. span deflection. !irnit L60.
9. Mean roof height ofstructure shall not exceed IS feet above Span
Cl)
O'6
0 w
grade. tables for open struetvres_iii
based on 5° rrw(, roofslope. Span tables for enclosed structures based on 27° max. roof slope. 10. Each
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mof pxnd dull he connected per design professional's instmetions, but shall have min. of
(3)-410 SMS w/nwPrcne gasket and washer'"
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U LU
O M
each su n PP
int or other approved connection by
design Professional) w/ rain. 0.040" thick, 6063-T6
Z a 1
alumina base metal.
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oar !
'ressureSpanTable
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ENSTRUCTURES
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tri-
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0.024"span It
0.03D"
a
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span (ft
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ENCLOSED ATTACHED) STRUCTURES
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110,
Oesl n Pressure 0.024" s an It 0.030" span (ft)O
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120
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130
27.3 9.09 11,74
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S7�NAL �a'
140
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37.3
150
8.53
42.7 7.21 7.79
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48•6 6.497. Q5
Drawing No,-740376
_........... .........__._..___............
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'Florida BUMUS colb Oak
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ProduLt Approval
Method MOthad 2 Option 13
Dan Submimed
10130/20I5
Pate ValldaWd
10/30/2015
Date Pending F9,
Approval 11/04/2015
Date Approved
12/15/aOI5
i
Wudx
PL
l4odef, Ntunber or NaMe
115952A
3' Riser Aluminum Roof Panels 0. 024" and 0.030- thick 3-, x 12 YOde dw
Llmfts of Uve
roof panels
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