HomeMy WebLinkAboutProduct Approval R R W Building Consultants, Inc.
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r�/' Florida Board of Professional Engineers Certificate of Authorization No.9813
4,Aioduct Evaluation / / / i i
AtigustI4,2017
Product Sub Category Manufacturer Product Name
Category .
Exterior Swinging
Plastpro Inc. Smooth I Wood Grain 1 White Wood Grain
Exterior Door 5200 W.Century Blvd.. Rustic/Mahogany
Doors
Assemblies Los Angeles,CA Series N Fiberglass Door '
i
Phone 440.969.9773 Outswing-"Impact"
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.'
I 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
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 Iisted 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&
R301.2.1.2 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.
j 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-15180.7 require further engineering analysis by a licensed engineer or
registered architect.
7. This product meets water infiltration requirements for"HVHZ".
8. See drawing FL-15180.7 for size and design pressure limitations.
Supporting Documents:
1. Test Report No. Test Standard Testing Laboratory Signed bV
CTLA 924W TAS 201,202,203-.94 Certified Testing Laboratories Ramesh Patel, P.E.
ETC 07-209-19303.0 ASTM D2843-99,ASTM D635-98 ETC Laboratories Ben Meunier
ASTM D1929-96
ETC 08-209-20609.1 ASTM D638-03,G155-05a ETC Laboratories Gurjinder Dhami
ETC 06-255-17412.0 ASTM E84-05 ETC Laboratories Joe Doldan,P.E.
ETC 05-255-16776.0 ASTM G26-95, D2843-99, D635-98, ETC Laboratories Joe Doldan,P.E.
D1929-96, D638-03
2. Miami-Dade NOA Materials Testing
15-1223.02 HP Polypropylene
15-1201.11 Saflex PVB Interlayer(Eastman Chemical Co.)
3. Drawing No. Prepared by Signed&Sealed by
No. FL-15180.8 RW Building Consultants, Inc.(CA#9813) Lyndon F.Schmidt,P.E.
4. Calculations Prepared by rsT�.aeb &°cry
�� yrs �t �� ee Signed&Sealed by
Anchoring RW Building Consultants, Inc.(CA#9813) L f'.,, - . :�Lyndon F.Schmidt,P.E.
ASTM E1300 Glass Load Lyndon F.Schmidt,P.E. C F-`'/Q fit
5. Quality Assurance ti' `o
Certificate of Participation issued by National Accreditation and o«« «
Management Institute,certifying that Plastpro Inc.is manufacturing products- e
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S t f',T E :1i r;;.,' yndon F.Schmidt,P.E.
FL PE No.43469
8/15/2017
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115.0"MAX.OVERALL FRAME WIDTH \(� S i o 9 m c w
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Rustic /Mahogany 3725"MAx. Q OVERALL
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Series N Fiberglass Door FRAME WIDTH 150 FRAME WIDTH •®® E `oz
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� GENERAL NOTES m o
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1" This product has been evaluated and is in compliance with the 6th Edition(2017)Florida Building LL z zo z w
Code(FBC)structural requirements including the"High Velocity Hurricane Zone"(HVHZ). 3 n oZ
LL �o O O o
Do:(0 m 82. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base O
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o material shall be beyond wall dressing or stucco. ,� O X •�® m C ?
af 2 U H ay
3. When used in the"HVHT'this product complies with Section 1626 of the Florida Building Code and of a
does not require an impact resistant covering. o OX a a o
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s 4. When used in areas requiring wind bome debris protection this product complies with FBC Sections Li 19 C1 m
0 1609.1.2&R301.2.1.2 and does not require an impact resistant covering.This product meets missile
level"D"and includes Wind Zone 4 as defined in ASTM El and FBC Sections 1609.1.2.2&
R301.2.1.2.1. OXO
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E5. For 2x stud framing construction,anchoring of these units shall be the same as that shown for 2x V)
buck masonry construction. w w o
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6. Site conditions that deviate from the details of this drawing require further engineering analysis by XO
a licensed engineer or registered architect. D o
a 7. Outswing configurations meet water infiltration requirements for"HVHT'. a
o TABLE OF CONTENTS MAX. MAX.SIDELITE DESIGN PRESSURE(PSE)
SHEET DESCRIPTION CONFIGURATION FRAME D.L.O. OUTSWING w i
a 1 Typicalelevations,design pressures&general notes DIMENSION DIMENSION POSITIVE NEGATIVE N o
It 2 Dow panel details Z
3 Sidelle panel details and glazing detal X 37.5"X 96.5" N/A +50.0 -50,0 ^o
4 Elevations N^Z
Horizontal crosssections Dere 02/21/12 i
5
5 Vertical cross sections OX/XO 76.25"X 96.5" 20.5"X 78.25" +50.0 -50.0 scAm- N.T.S.
7 Vertical cross sections MM BY: JK m
0 8 Buck anchoring OXO 115.0"X 96.5" 20.5"X 78.25" +50.0 -50.0 LFS
& 9 Frame anchoring DRAWING NO.: N
10 Hardwaredetals FL-15180.7
a
11 Big of materials and components SHEET 1 of 11 N
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