HomeMy WebLinkAboutProduct Approval (5) R R W Building Consultants, Inc.
B Consulting and Engineering Services for the Building Industry
C P.O.Box 230 Valrico,FL 33595 Phone Si3.b59.9197
Florida Board of Professional EneincersCertificate ofAuthoriaation No.9813
Product Evaluation ReportReparr,-Yo.: FL-1-5210.1
>tApril
Product Sub Category Manufacturer Product Name
Category
swinging Plastpro,fnc. Smooth 1 Wood Grain t White Wood Grain
Exterior Exterior Door 5200 W Century Blvd. Rustic/Mahogany
Doors Assembfies Los Angeles,CA 90045 Series O Fiberglass Door
.. ...... ..
Phone 440.969.9773 Inswin /Outswing-"Impact"
Scope: Product Evaluation report issued by R W Building Consultants, Inc.R Lyndon F.Schmidt,P.E.(System ID#1998)for
Plastpro Inc.,based on Rule Chapter No.61G20-3,Method 1 D of the State of Florida Product Approval,Department of
Business&Professional Regulation,
RW Building Consultants and Lyndon F.Schmidt,P.E.do not have not 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 5th Edition(2014)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 bome debris protection this product complies with Section 1609.1.2 of the
FBC 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 Section 1609.1.2.2 of the FBC.
& For 2x stud framing construction,anchoring of these units shall be the same as that shown for 2x buck masonry construction.
& 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 overhanq 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 Testinq Laboratory Sinned by
TEL 01390365 TAS 201-94,202-94&TAS 203-94 Testing Evaluation Lab.,Inc. Lyndon F.Schmidt,P.E.
ETC4)5-255-16776.0 ASTM D 635-98,638-03,1929-96&2843-99 ETC Laboratories Joseph L Doidan,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
Z 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
Certificate of Participation issued by National Accreditation and Management
Institute,certifying that Ptastpro,Inc.is manufacturing products within a quality ;fit 4c �
assurance program that complies with ISO/IEC 17020 and Guide 53. s �,
i day,
No 43499
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OCT 2 4 2017 '00*11Lyndo FL PE No.43409
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1. This product has been evaluated and is in compliance with the 5th Edition(2014)Florida Building Code b o Q
(FBC)structural requirements including the"High Velocity Hurricane Zone"(HVHZ). < < X z o z
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8 2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base material < < m
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3. When used in the"HVHZ"this product complies with Section 1626 of the Florida Building Code and does not b
require an impact resistant covering. cO & a Cr.
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2 4, When used in areas outside of the"HVHZ"requiring wind borne debris protection this product complies with
° Section 1609.1.2 of the 2014 FBC and does not require an impact resistant covering.This product meets m
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E missile level"D"and includes Wind Zone 4 as defined in ASTM E 1996 and Section 1609.1.2.2 of the FBC.
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6. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed o
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7. Outswing configurations meet water infiltration requirements for"HVHZ". All other configurations do not
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meet the water infiltration requirements for the"HVHZ'and must be installed only in non-habitable areas or
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TABLE Of CONTENTS DESIGN PRESSURE(PSf) w z
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a SHEETS DESCRIPTION DIMENSION POSITIVE NEGATIVE a'
1 Typical elevation,design pressures,&general notes =
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x 4 Vertical cross sections 82'00 SCALE: H.T.S.
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g. 7 Buck and frame anchorin _--___— 81.13"
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6 30 OUTSWING THRESHOLD ALUM/WOOD m
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g 32 OUTSWING THRESHOLD ALUM/WOOD 4
33 OUTSWING THRESHOLD ALUM/COMP
34 OUTSWING THRESHOLD ALUM/WOOD o
- 36 INSWING THRESHOLD ALU Lo
37 INSWING THRESHOLD ALUM/WOODw o
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