HomeMy WebLinkAboutEVALUATION REPORT~ O E ENGINEEi G EXPRESS
r ® ® it III EVALUATION REPORT
ENGINEERING EXPRESS®
EXPERT PRODUCT EVALUATION REPORT
5/1/2015
SCA(VIutL, [ - EC E � V E
Application Number: FL 15491.1-R3 BY
FLB Project Number: 15-2409a St. LUCID rrl„nt' MAR 17 2077
Product Manufacturer: Structall Building Systems 1
Manufacturer Address: 350 Burbank Road PERMITTIi G
Oldsmar, FL 34677 St. Lucie Count;. FL
Product Name & Description: EPS Foam Core Roof PanelsI{ I}g �� {' j `•f'
Metal Skin (HVHZ and Non-HVHZ)
Scope of Evaluation:
This Product Evaluation Report is being issued in accordance with the requirements of the Florida
Department of Business and Professional Regulation (Florida Building Commission) Rule Chapter 61G20-
3.005, F.A.C., for statewide acceptance per Method 2(b). The product noted above has been tested
and/or evaluated as summarized herein to show compliance with the Florida Building Code Fifth Edition
(2014) and is, for the purpose intended, at least equivalent to that required by the Code. Re-evaluation of
this product shall be required following pertinent Florida Building Code modifications or revisions.
Substantiating Data:
.PRODUCT EVALUATION DOCUMENTS
FLB drawing #15-2409a titled "EPS Foam Core Roof Panels - Metal Skin", sheets 1-3, prepared by Frank
L. Bennardo, P.E.; Inc., signed & sealed by Frank L. Bennardo, P.E. is an integral part of this Evaluation
Report.
TEST REPORTS
Uniform static structural performance has been tested in accordance with ASTM E72-98 & E72-05 test
standard per test report(s) #506027-B, 506027-C, 506027-D, 509014-A, 509014-B, by Terrapin Testing,
Inc., in addition to test report(s) #ESP012351 P-1, #E8P012351 P-2, #ESP012351 P-3, #ESP012351 P-3A,
#ESP012351P-4,#ESP012351P-5,#ESP012351P-6,#ESP012351P-6A, #ESP012351P-7,
#ESP012351P-8, #ESP012351P-9, #ESP012351P-9A by Element Materials Technology.
Thermoplastic structural performance for self -ignition temperature has been tested in accordance with
ASTM D 1929 per test report VTEC# 100-1137-1 by VTEC Laboratories Inc., with an approved self -
ignition temperature greater than 650OF as required per FBC
Section 2606.4.
Raised Engineer's Seal�YAkTR;.
Thermoplastic structural performance for surface burning' Pages 1 thjlirl
characteristics have been tested in accordance with ASTM E-84
per test reports 15328-97939 (aluminum skin EPS panels) and
15328-97938 (steel skin) by Omega Point Laboratories. The roof
assembly was tested as a 3" thick panel (for aluminum skin) and s ..4 G
as a 4" thick panel (for steel skin EPS panels) with an approved Frank L. BermafdD, P.E. 49
smoke density rating not greater than 450 and a flame spread of # PE0046541 W C.A.8
75 or less as required per FBC Section 2603.3. Y�
160 SW 12TH AVENUE #106 DEERFIELD BEACH, FL 334425"io (V� p••.....•r\`\��4��
PHONE:' 954-31ENE
54- 0FAX:
954-354-0443 ��<i�����t"Jqt E�y`U,,,\`_```�`�
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5/1/2015
E.X.P.E.R.T. PRODUCT EVALUATION REPORT (CONTINUED)
• STRUCTURAL ENGINEERING CALCULATIONS
Structural engineering calculations have been prepared which evaluate the product based on comparative
and/or rational analysis to qualify the following design criteria:
1. Maximum Allowable Spans
2. Maximum Allowable Deflections
No 33% increase in allowable stress has been used in the design of this product.
Impact Resistance:
Impact Resistance has not been demonstrated.
Wind Load Resistance
Each product has been designed to resist wind loads as indicated in the span schedule(s) on its
respective Product Evaluation Document (i.e. engineering drawing).
Installation
Each product listed above shall be installed in accordance with separate engineering documents. This
Product Evaluation Document (i.e. engineering drawing) provides no instructions for installation, only that
the product has been designed to perform under load as shown with all components noted therein.
Each product component shall be of the material specified in that product's respective Product Evaluation
Document (i.e. engineering drawing).
Limitations & Conditions of Use:
Use of each product shall be in strict accordance with its respective Product Evaluation Document (i.e.
engineering drawing) as noted herein.
All supporting host structures shall be designed to resist all superimposed loads and shall be of a material
listed in each product's respective anchor schedule. Host structure conditions which are not accounted
for in each product's respective anchor schedule shall be designed for on a site -specific basis by a
registered professional engineer.
All components which are permanently installed shall be protected against corrosion, contamination, and
other such damage at all times.
This product has been designed for use inside and outside of the High Velocity Hurricane Zone (HVHZ).
160 SW 12T" AVENUE #106 DEERFIELD BEACH, FL 33442
... ..
PHONE: 954=354=0660 FAX: 954-354-0443
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