HomeMy WebLinkAboutPRODUCT EVALUATION REPORTR W R W Building Consultants,'..
B Consulting and Engineering Services for the Building Industry
C P.O. Box 230 Valrico, FL 33595 Phone 813.659.9197
Florida Board of Professional Engineers Certificate ofAuthorization No. 9813
scope: Product Evaluation report issued by R W Building Consultants, Inc. & Lyndon F. Schmidt, P.E. (System ID # 1998) for
Plastpro Inc., based on Rule Chapter No. 61G20-3, Method 1D of the State of Florida Product Approval, Department of
Business & Professional Regulation.
RW Building Consultants and Lyndon F. Schmidt, 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 the approval process of the product named
herein.
Limitations:
1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code (FBC) structural requirements
including the "High Velocity Hurricane Zone".
2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing
or stucco.
3. When used in the "HVHZ" this product complies with Section 1626 of the Florida Building Code and does not require an impact
resistant covering.
4. When used in areas outside of the "HVHZ" requiring wind borne debris protection this product complies with FBC Sections 1609.1.2 &
R3012.1.2 and does not require an impact resistant covering. This product meets missile level "D" and includes Wind Zone 4 as
defined in ASTM E 1996 and FBC Sections 1609.1.2.2 & R301.2.1.2.1.
5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction.
6. Site conditions that deviate from the details of drawing FL-15210.1 require further engineering analysis by a licensed engineer or
registered architect.
7. Outswing configurations meet water infiltration requirements for "HVHZ". All other configurations do not meet the water infiltration
requirements for the "HVHZ" and must be installed only in non -habitable areas or at habitable locations protected by an overhang or
canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees.
8. See drawing FL-15210.1 for size and design pressure limitations
Supporting Documents:
1.
Test Report No.
Test Standard
Testing Laboratory
Signed by
TEL 01390365
TAS 201-94, 202-94 & TAS 203-94
Testing Evaluation. Lab., Inc.
Lyndon F. Schmidt. P.E.
TEL 0139IB46
TAS 201-94, 202-94 & TAS 203-94
Testing Evaluation Lab., Inc.
William Shelton, P.E.
ETC-05-255-16776.0
ASTM D 635-98, 638-03. 1929-96 & 2843-99
ETC Laboratories
Joseph L. Doldan, P.E.
ASTM G 26-95
ETC-06-255-17412.0
ASTM E 84-05
ETC Laboratories
Joseph L Doldan, P.E.
ETC-07-209-19303.0
ASTM D 635-98, 638-03. 1929-96 & 2843-99
ETC Laboratories
Ben Meunier
2.
Drawing No.
Prepared by
Signed & Sealed by
No. FL-15210.1
RW Building Consultants, Inc. (CA #9813)
Lyndon F. Schmidt, P.E.
3.
Calculations
Prepared by
Signed & Sealed by
Anchoring
RW Building Consultants, Inc. (CA #9813)
Lyndon F. Schmidt„P.E..
4.
Quality Assurance
lip
Certificate of Participation issued by National Accreditation and Management
e®®%gtiEgO®8gg'?
®6a $ct i�,u e.,
�A o®.o
Institute, certifying that Plastpro,
Inc. is manufacturing products within a quality
oDe •••° ' ••
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assurance program that complies
with ISOBEC 17020 and Guide 53.
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eNo 43409
SCANNED ®13 STATE OF
;
Lyndon
St. Luce County Sheet 1 of 1 aQ Aa o FL PE No.
43409