HomeMy WebLinkAboutProduct Approval R RW Building Consultants, InC. RECErVED
B Consulting and Engineering Services for the Building Indus
C O.Box 230 Valrice.FL 33595 Phone 813.659.9197 OCT 2 � 'r j
FILE UO PI&IMofProfessionalEngineersCertificateofAulhorimlionNo.961 E
ST. Lucie County, Pormittifig 1
Dole: Septembei-26, 2017
Product Sub CategoryManufacturer Product Name
Category -
Exterior Swingin -
Plastpro Inc. Glazed Fiberglass Single Door
g 5200 W CENTURY BLVD, wi or wiout Sidelites
Doors Exterior Door
Assemblies LOS ANGELES,CA 90045 Inswing I Outswing
440 969-9773 "Impact"
Scope: This Is a Product Evaluation report issued by R W Building Consultants,Inc.and Lyndon F.Schmidt,P.E.(System ID#
1998)for Plastpro Inc.based on Rule Chapter No.61020-3,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 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
excluding 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 areas requiring wind borne debris protection this product is required to be protected with an impact resistant covering
that complies with FBC Sections 1609.1.2&R301.2.1.2.
4. For 2x stud framing construction,anchoring of these units shall be the same as that shown for 2x buck masonry construction.
5. Site conditions that deviate from the details of drawing FL-17184.3 require further engineering analysis by a licensed engineer or
registered architect
6. See drawing FL-17184.3 for size and design pressure limitations.
Supporting Documents:
1..Te'st`ReaortN6. Test Standard Te6ti 4Ub6 t6r; Stoned,bV
TEL 01391119 TAS 202-94 Testing Evaluation Lab.,lnc. Lyndon F.Schmidt, RE
TEL 01390454 ASTM E330-02, E331-00 Testing Evaluation Lab.,lnc. V.K.Wright
2.-Drawirm No. Prepared;by Started:&Sealed:bw
No.`FL-17184.3 RW Building Consultants,Inc.(CA#9813) Lyndon F.Schmidt,P.E.
3..Calculations Prepared.bye4aa4eteeacpg�o1Signed'&Sealed bj
Anchoring RW Building Consultants,Inc.(CA#9813) e�� SCht � ,gip .Lyndon F.Schmidt,P.E.
4. Quality-Assurance °
Certificate of Participation issued by National Accreditation and Na 4 09
Management Institute,certifying that Plastpro Inc.is manufacturing products
within a quality assurance program that complies with IS0/1EC 17020 and e . •
Guide W. ro'
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Sheet 1 of 1
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GLAZED FIBERGLASS SINGLE DOOR 3�2�MAll. o� X , .,LL m a a,
w/or w/out SIDELITES �""tE`"�'" t 51r "'°TM `:
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GENERAL NOTES KJz 8E O X O o xC �
0 1. lois product has been evduated and is in compliance with the 6th Ed'riion(2017) o e a m :d m
E
Florida Building Code(FBCJ structural requirements excluding the Irfigh Velocity o o ® o y
Hurricane Zone'(HVHZ). a y `"
om. w OX y( a a
R 2 Product anchors shall be as fisted and spaced as shown on details:Anchor
embedment to base material shall be beyond wad dressing orstucco.
3. When used in areas requiring wind borne debris protection,this product is
8 required to be protected with an impact resistant covering that complies withOXO x o -
FBC Sections 1609.12&R301212
;po`o
QN N
a y
$ 4: For 2x shed framing cornimction,anchoring of these units shall be the some as
that shown for 2x buck masonry construction. a n —
XO.
5. Site conditions that deviate from the details of this drawing require further
engineering analysis by a licensed engineer or registered architect.
~ TABLE OF CONFEMS MAX. MAX SIDELITE DESIGN PRESSURE(PSF) DESIGN PRESSURE(PSF)
INSWING OUISWING
SHUT# DESCRWITON
CONFIGURATION FRAME D.LO. „ n
11 1 Typical elevationdesgnpessures&general notes DIMENSION DIMENSION POSITIVE NEGATIVE POSITIVE NEGATIVE m o
2 Door pane!deta�s and detail o n
4 9evaAore X 37.5'X 98.0" 21.13"X 79.13" +47.0 -47.0 +47.0 ,-47.0 mac n N z °
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5 Horaontal cross sections
s " OX/XO 76.25"X 98.0" 21.13"X79.13" +47.0 47.0 +47.0 47.0 seue .H-1 S-'
� 6. Vedicot cross sec4oris ciao er: JK o'
7 Veftol sass secWm as er [JK
;8. anchoring oxo 115.0'X 96.0 21.13"x 79.13" +47.0 -47.0 +47.0 -47.0
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