HomeMy WebLinkAboutProduct Evaluation Report07/IW2019 08:01 7725975925 WWLUMBER: PAGE 01/07
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Product EvaluPtion Report 1
ADVANCED ALUMINLIM
28 Ga. Adva*ge koof Panel over Plywood
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Florida Prdduct Approval # 1763.1 R3
FW',rida 4uilding Code 2017
Per Rule 61G20-3
Method: z-D
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Categoryi Roofing
Sukartegbry: Metal Roofing
Cornpliaice Methods, 6%20-3-009(1)(d)
i HVIC
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Product Manufleturer:
`Advanced Aluminum
'2942 Parkway Street
Lakeland, Florida 93811
EnameerEvaluata_r. C8v I�
iarrAnce H. Wolfe, P.E. # 44923 ®Mp�Btl�t��
Florida Evaluation ANE I0:1920
VaidatoLi����
Brian Saks P-F- 9170259
Contents:
E"luiltlon Report Pages i — 4
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Quality Assurance Crrtity: The manilfacturar has established compliance of roof panel products in
accordance with the. Florida Building code and Rule 41G20-3.005 (3) for
marluft J .ring under a quality assurance program audited by an approved
quality a i wanae entity.
Minimum Slope Range: 2:12, MiniLmum slope shall comply with Florida Building Code 2017, Including
section 1D15.2 -2 and in accordance with Manufacturers recommendations. For J
Slopes less than 3.12, lap sealant must be used In the panel side laps,
installation: install per manufacturer's recommended dgtalls and RAS 133•
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Underlayment: Per Manufacturer's installation guidelines per Florida Building Code 2017 Section
157$.2,1�18.3,1518.4, �
Piro gamier: Any apprlived fire barrier having a current NOA. Refer to a current fire directory
listing foe -fire ratings of this roofing system assembly as well as the location of
the fire Merrier within the assembly. Fire classification is not part of this
acceptance.
Shear Mphragm: Shear d4hragrn values are outside the scope of this report:
Design procedure: based on Me dimensions of the structure, appropriate wind loads are
determined -using Chapter 16 of the Florida Building -Code 2017 for roof cladding
wind iosJs. These tomponcnt wind load.^, for roof cladding are compared to the
allowable pressure listed above. The design professional shelf select the
approprldte erection details to refe(ence in his drawings for proper fastener
attachment to hTs structure and analyze the patrol fasteners for pullout and
pullover. Support framing must be in compliance with Florida building Code 2017
Chapter 22 for steel, chapter 23 for wood and Chapter 16 for structural loading.
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SARAH GONZALEZ 16318 EAST CHELTENHAM DRIVE LOXAHATCHEE FL $3470
BOLT
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U�t-* e d Defense
22� HWY 49 Saudi Byi an, GA 31008
Certificati { f qM&Vpsgce
Marbh 17, 2017
Unified Defense I
222 Highway 49 South
33yron, CIA 31008
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Tress US is a division owned by Unified Defense. This document certifies that all
Truss US Roof Trusses are madj in accordance: with.the requirements set forth in the
International Building Code. The taternational Building Code OBC) is a model building
code developed by the Internationk Code Council (ICC). It has been adopted and used as
a base code standard throughout must of the United Staters, Muss US Trusses arc in ;full
compliance with the IBC 2012 Eb, Chapter 22 & ld (Structural Dcsign) as well as in
compliance with AWS M.11t)MM:2015 Structural Welding. Truss US Trusses were
designed to safely supportthe following loads for a maxirhum span of6Oft with a maximum
spacing of twelve feet in residentiJi applications.
• Live Load Rating of 20lbst sq. #t.
Snow Load Rating of I Olbs/ sq. ft.
Ultimatj Wind Speed Rating of 115 MPH
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Unified Defense
Count
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State of Alabama
07•/19/2019 07:57 7725975926
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• NOTES:
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I. TR11:5 IJS I:^ A D+Y131GN CWNEG 13Y !NIFIE17 CEFENSE.
TRLI-55 ARF_ E IN OR- nI { SET FORTH IN THE '
2.INT
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1 TH SE TRUaSFS ARE 1N FULL trnMPLIANCE WITI4 T1F'iC;
201 ED. CPAPTER 22 &, 15 (5Th'UCFURAL DESIGN .}IE
4. IN CQMD1„„IAN0E'WITH AWS Crt,l/E 1.1(a1:2015 STRUCTURAL WELDING.
5. LIVE LOAD RATING OF 200S/75Q FT.
F. SNL)W Lt.)AD RATING OF'I(]LB$/S'� Il.
7. ULTIMATE WING) ' SPEED RATINrO OF 1 1 L• MPH.
J,C-R
F.- `•EE CEI+ 1FIWATE (.F i;LlNFDRUAN+'E ENGINEER STAMP"a.
9. FIR FG' THRI) F(V SPANS, MUSI LISk is X e F r:ti1. 1/R^13X 0
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