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Florida
Pi 'T I Product Approval
, r � USER:Public User
FL 15187.3 PLASTPRO
Product Approval Menu>Product or Application Search>Application List>Application Detail 6/8 IMPACT OPAQUE FIBERGLASS
FL# FL15187-Rl DOUBLE W OR W/O SIDELITES
Application Type Revision
Code Version 2014
Application Status Approved
Comments
Archived CJ
Product Manufacturer Plastpro Inc./Nanya Plastics Corp.
Address/Phone/Email 5200 W CENTURY BLVD.
LOS ANGELES,CA 90045
(440)969-9773 Ext16
rickw@rwbidgconsultants.com
Authorized Signature Vivian Wright
rickw@rwbidgconsultants.com
Technical Representative Scott Johnson
Address/Phone/Email 5200 W Century Blvd.
Los Angeles,CA 90045
(440)969-9773 Ext18
scottjohnson@plastproinc.com
Quality Assurance Representative Ron O'Connell
Address/Phone/Email 5200 W Century Blvd.
Los Angeles,CA 90045
(440)969-9773 Ext16
ronoconnell@plastpro.com
Category Exterior Doors
Subcategory Swinging Exterior Door Assemblies
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
R1 Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed Lyndon F.Schmidt,P.E.
the Evaluation Report
Florida License PE-43409
Quality Assurance Entity National Accreditation and Management Institute
Quality Assurance Contract Expiration Date 1213112018
Validated By. Ryan J.King,P.E.
91 Validation Checklist-Hardcopy Received
Certificate of Independence FL15187 RL COI CERTIFICATE of INDEPENDENCE.pdf
Referenced Standard and Year(of Standard) Standard Year
ASTM E1886 2002
ASTM E1996 2002
ASTM E330 2002
Equivalence of Product Standards
Certified By
https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGE V XQwtDgsidcFfd6ieP8CY°/`2b... 3/28/2017
1
Florida Building Code Onlino • Page 2 of 2
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 04/28/2015
Date Validated 64/29/2015
Date Pending FBC Approval 0 510 7/20 1 5
Date Approved 06/23/2015
Summary of Products
FL# Model,Number or Name Description
15187.1 a.Smooth/Wood Grain/White Wood 6'8"Impact"Opaque Fiberglass Single Door-
Grain/Rustic/Mahogany Series Inswing/Outswing(X-Configuration)
Fiberglass Door
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL15187 RI II Inst 15187 1 Ddf
Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409
Impact Resistant:Yes Created by Independent Third Party: Yes
Design Pressure:N/A Evaluation Reports
Other:See INST 15187.1 for Design Pressure Ratings,any FL15187 RI AE Eval 15187.1.0f
additional use limitations,installation instructions and Created by Independent Third.Party:Yes
product particulars.
15187.2 b.Smooth/Wood Grain/White Wood 618"Impact"Opaque Fiberglass Single Door with Sidelite or
Grain/,Rustic/Mahogany Series Sidelites-Inswing/Outswing(OX or XO;OXO-
Fiberglass Door Configuration)
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL15187 R1 II Inst 15187.2.0f
Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409
Impact Resistant-Yes Created by Independent Third Party: Yes
Design Pressure:N/A Evaluation Reports
Other:See INST 15187.2 for Design Pressure Ratings,any FL15187 R1 AE Eval 15187.2.Ddf
additional use limitations,installation instructions and Created by Independent Third Party: Yes
product particulars.
15187.3 c.Smooth/Wood Grain/White Wood 6'8"Impact"Opaque Fiberglass Double Door with or with t
Grain/Rustic/Mahogany Series Sidelites-Inswing/Outswing(XX;OXXO-Configuration)
Fiberglass Door
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL15187 RI II Inst 15187.3.Ddf
Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other:See INST 15187.3 for Design Pressure Ratings,any FL15187 RI AE Eval 15187.3.odf
additional use limitations,.installation instructions and Created by Independent Third Party: Yes
roduct particulars.
_j
BaUc Next
Contact Us::2601 Blair Stone Road Tallahassee FL 32322 Phone:850-487-1824
The State of Florida is an AA/EEO employer.ropvrieht 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a public-records request,do not send
electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.`Pursuant to
Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if
they have one.The mails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to
supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under
Chapter 455,F.S.,please click here.
Product Approval Accepts:
W ® 9 M
Credit Card
Safe
https://floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgsidcHd6ieP8CY%2b... 3/28/2017
• R W BuildingConsultants Inc.
R W
• 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 of Authorization No.9813
Product iqpo�t Report No.:
i
,2015
_ .. i - -
Product Sub Cate Product Name
—Category gory Manufacturer
Plastpro,Inc. SmoothlWoodgrainfWhite Woodgrain
Exterior Swinging 5200 West Century Blvd. Rustic/Mahogany
Exterior Door
Doors Assemblies: Los Angeles',CA 90045' Series Fiberglass Door
InswinglOutswing-"Impacr'
Scope: This is.a-Product Evaluation report issued by R W Building Consultants,Inc.and.Lyndon F.Schmidt,P:E„(System ID#
1996)for Plast pro,-Inc.based on Rule Chapter No.61G20-3, Method 19 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 5th Edition(2014)Florida Building Code structural requirements
excluding the"High Velocity Hurricane Zone".
2. Product anchors shallbe 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 bome debris protection,this product complies with.Section 1609.1.2 of the FBG and does.not
require,an impact resistant'c6vering.This product meets missile level"D"and excludes Wind Zone 4 as defined in ASTM E•1996 and
Section 1609.1.2.2 of the FBC.
4. For 2x stud framing construction,anchoring ofthese units shall be the same as that shown for 2x buck masonry construction.
S. Site conditions that deviate from.the details of drawing FL-15187.3 require further engineering analysis by a licensed engineer or
registered architect
6. See drawing FL-15187.3 for size and design pressure limitations.
Supporting Documents:
1. Test`.Report No. Test Standard Testing Laboratory Signed by
TEL 01390242 ASTM E 330-02 Testing Evaluation Laboratories;Inc. Lyndon F.Schmidt;P.E.
TEL 01390242-IC ASTM E 188611996-02 Testing Evaluation Laboratories,Inc. Lyndon F.Schmidt,P.E.
ETC 10-209-24714:1 ASTM E 330-02&E 188611996-02 ETC Laboratories Mark Sennett
• 2. Drawing No. Prepared by Signed&Sealed by.
No.FL-15187.3 RW Building Consultants,Inc(CA#9813) Lyndon F.Schmidt,P.E.
3. Miami-Dade NOA No. Materials Testing
14-0423.16 Sa(tex PVB Interlayer(Eastman Chemical Co.) ��y��agggp@9rg/�14
4. Calculations Prepared by h ,-CH / `O� Signed&Sealed by
Anchoring RW Building Consultants,Inc.(CA-#9813) E P+1 S['.,r s��s Lyndon F.Schmidt,P.E.
5. Quality Assurance s
Certificate of'Participation issued by National Accreditation and d o No +3409
Management Institute:certifying.thatPlastpro,Inc.is manufacturing m % yr g
products within a qualify assurance program that complies with ISO/IEC _-0 S X.
17020 and Guide 53. - STATE OF
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`�'W2k9 8%%t Lyndon F.Schmidt,P.E.
FL PE No.43409
4/2 81201 5
Sheet 1 of 1
I
74.W MAX,OVERALL
$,r lastpro FRAME WIDTH
P i
5200 W. CENTURY BLVD. I I ® y
LOS ANGELES, CA 90045 z — — -— ��''��nn,„�I``````` U. 2 d
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Smooth/ Woodgrain/ White {INoodgrain m X o X �' a g 5 a a
Rustic/Mahogany
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INSWING/OUTSWINGL L 3 _
"IMPACT"
GENERAL NOTES 108 25"MAX.OVERALL FRAME WIDTH ono o z
74 OVERALL 15.625'FRAME.ODMAX v a
1. This product has been evaluated and Is in compliance with the 5th Edition(2014) m
FRAME WIDTH II WIDTH
Florida Building Code(FBC)structural requirements excluding the"High Velocity
m Hurricane Zone"(HYHZ). I I c
T 4I 0
n2. Product anchors shad be as fisted and spaced as shown on details.Anchor I I� al a a
embedment to base material shag be beyond wall dressing or stucco.
14 3 �Z �m
4 3. When used in areas requiring wind bome debris protection this product complies 3 q
with Section 1609.1.2 of the FBC and does not require on impact resistant > O p L)
covering.This product meets missile level"D"and excludes Wind Zone 4 as p °
defined in ASTM E 1996 and Section 1609.1.2.2 of the FBC. X
m X o c
4. For 2x stud framing construction,anchoring of these units shall be the some as
e that shown for 2x buck masonry construction. e! m
u � N
5. Site conditions that deviate from the details of this drawing require further
engineering analysis by a licensed engineer or registered architect. i J_
TABLE OF CONTENTS �
z
$ SHEErf1 DESCRIPTION m
9 1 Typical elevations,design pressures&general notes
8 2 Door onel dela6s ry a
3 Side�te anal atolls and glazing detail `r�,t a M ?L`r AJ SJD$t 4
M ,s yDESIGN PRESSURE(PSFJ: m
4 Eleyotions CONFIGURA710N PRAMS DLO o v
F 5 Horizontal cross sections ` t a,. D1MEflSION,r DIMENSIONt ;PosfnvE, N,GATN> ^Z o
i 6 Vertical cross sections nos 02108112 z
7 Buck and frame onchonng(Xx) XX 74.0"x 82.0" N/A +55.0 -55.0 srw E: N.T.S.
B Buck and frame anchoring OXXO mw.er: JK m'
9 Astragal details OXXO 10825"x 82.0" 5.5"X 62.5" +55.0 -55.0 CHK er: LFS 3
if 10 Bill of materi[als and components
a FL—15187.3 =
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PRObUCT• Ooe-tn Prepared Or. r*• BTr7EOF
;s B Q PLASTPRO Lyndon F. Schmidt I ��(•••.. OFOD►•:�•G,\��N N FIBERGLASS DOOR P.E. No. 43409 �j�Qss
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PART OR ASSEMBLY: BUILDING CONSULTAN75,
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DOOR PANEL DETAILSUPDATE TO 5TN ED. 2014 FBC JK P•O• Box 230, Volrico, FL 33595N BY Ptwhone No.: 813.659.9797
REVISIONS FBPE C.A. No. 9813
q,Ni,Bn�LnINa ConButle,.rtn Inc. 0 0 r
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f 4 ?7 FS UPDATE 70 S7H ED. 2074 FBC JK r�� P.O. Box 230, Vc1Aco, Fl. 33595
NO DATE BY SIDELITE PANEL DETAILS Phone No.: 813.659.9197
dolohLREVISIONS AND GLAZING DETAIL FBPE C.A. No. 9813
®2012 R.W.BUILDING CONSULTANTS INC.
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PSiPRO Lyndon F. Schmldl `�•'••RO{pON.��•7=l\?�
I� N FlBERG[ASS DOOR P.E. No. 43409
PARE OR.ASSEMBLY: BIIILDINC CONSULTANTS, IN�.
V fn 1 4 27,15 UPDATE TO STH ED. 2014 FBC JK ELEVA77ONS ��P.O. Bolr 230, Volrico, FL 33585
to i tJ NO DATE BY Phone No.: 513.659.9197
REVISIONS FBPE CA No. 9813
®2012 R.W.B.1 L. Co... --INC. • r
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NOTE:
1.Sparing for Item L:6"from ends 1 2 1 2 C A `
and 7 more equally spaced along r�`,
s[delite(9 total). =C�:
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SEE NOTE 1 O o
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$ lmAin shown-outswing also approved 5 Outswin shown-Inswingalsoa proved onnwwo Wa e
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INTERIOR EXTERIOR T 2 INTERIOR EXTERIOR o
• INTERIOR EXTERIOR S �
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6 Inswing shown-outsving also approved 6 Outswing shown-Inswing olso approved rd^q,
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6 Inswing shown 6 trues g shown 6 Shown w/ADA threshold FL-15187.3
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BUCK ANCHORING ASTRAGAL STRIKE JAMB FRAMEANCHORING HINGEJAMS HINGEDETAIII ° cxi
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1X BUCK H
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CONCRETE ANCHORNOTff: �' w o
I.Concrete anchor locations at the comers may be adjusted to motntaln the min. 27 LA
edge distance to mortar Joints. h
" 2. Concrete anchor locations noted as"MAX.ON CENTER"must be adjusted to ° m
maintain the min.edgedistance to mortar oints,additional concrete anchors ~
I HINGE DITTAII2 �
may be required to ensure the"MAX.ON CENTER"dimens on are not exceeded. LATCH a DEAD BOLT DETAIL H 1X BUCK o
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a MIN er,�ARANE M!/y CAEARANCE L 2X BUCK w z
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>n WOOD SCREW INSTALLATION NOTES: g DIRMUS No,:
Maintain a minimum 5/8"ed a distance,I"end distance,&i"o.c.spacing of at the threshold strike plate fo frame at the threshold N
b A P 9 (Outswlnel as shown (Inswing) FL-15187.3
wood screws to prevent the spl fling of wood. °
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2.Concrete anchor locations noted as A•tAX.ON CENTER"must be adjusted to Attach astragal throw bolt 11 e
maintain the min.edge distance to mortar joints,additional concrete anchors stnke plate to frame
e may be required to ensure the MAX.ON CENTER"dimension are not exceeded as shown LATCH&DEAD SOLTDETAIL
a 3 Concrete anchor table 9 i
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B ANCHOR ANCHOR M1N MIN CLEARANCE MIN riEAR4NCE: P
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Asira al throw bolts Astra ofthrow bolts d
s WOOD SCREW INSTALLATION NOTES: at the threshold at the threshold ORgWNG N0; n
Maintain a minimum 5/8"edge 04tonce,I"end distance,&I"o.c,spacing,of (OutsMng) (Inswing) FL-151137,3
wood screws to prevent the splitting of wood. HINGE DETAIL 2 sHEE't 8 or 10 n
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PLASIPRO Lyndon F. Schmidt i'�,
I z N FIBERGLASS DOOR P.E. No. 43408 /
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PART-OR ASSEMBLY: BUILDING CONSULTANTS, 1h
UPDATE TO STH ED, 2014 FBC JK� DETAILS J li"1/1! p.0. Box 230.Voirico• FL 33595 NO DATE BY yY Phone No, 813.659.9197
SION$ AnkdLFBPE CA No. BB73
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BILL OF MATERIALS �, �, "p...
REM 8 DESCRIPTION MATEr41AL �Y 4.56" no I 4.56" R +�.•', $*•• p,jS U n
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D 114"X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW STEELPi
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1 1/4"X 2-1/4"PFH ELCO OR ITW CONCRETE SCREW STEEL a 'm a a
K #8 X I.1/4"PFH WOOD SCREW STEEL 2 s g " �\o CS
L #8 X 2-117'PFH WOOD SCREW STEEL E o z
N 114"X 33/4"PFH ELCO OR ITW CONCRETE SCREW STEEL ADAPTER o o ra
P #8 X 7'PFH WOOD SCREW STEEL
1 POLY FIBER JAMB COMP.
2 WOOD JAMB(FINGER JOINTED PINE) WOOD
3 INT.FRAME ALUM 0 h
4 EXT.FRAME ALUM 5,67 =i — 5.62 --- Q:
5 #7-19 X 1-3/4"PPH SELF DRILLING SMS STEEL m a
7 WEATHERSTRIP PO•M OIlTSWINGTHRESHOLDw SIDEUiEADAPTER OILTSWINGTHRESHOLD co
8 DOOR BOTTOM SWEEP VINYL 45 ByIS-IN. 43 ByEntlura a�W o�
9 4"X 4"BUTT HINGE ALUMINUM o
11 #9 X 3/4"PFH WOOD SCREW STEEL a 2" 0 m
12 HOMERUN SEALANT
"' 13 READISEAL SEALANT
27 LATCH STRIKE PLATE STEEL
28 DEADSOLT STRIKE PLATE STEEL SIDELITE m
31 TIE PLATE STEEL—STEEL ® ADAPTER f I
32 ASTRAGAL STRIKE PLATE
ALUM
33 EXTRUDED ALUMINUM ASTRAGAL BY DLP 4
0
34 CONCEALED STIFFENER ALUM e I w 35 SLIDEBOLT`ROD h^ I w °
o 5.625 = �
ALUM 5.625"
40 DOOR PANEL-SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS 44
42 INSWING THRESHOLD w/SIDELRE ADAPTER ALUM/COMP
INSWINGTHRESHOLD 42 LNSWINGTHRESHOLDw SIDEUTE ADAPTER o
43 OUTSWING THRESHOLD ALUM/COMP 8,Endura By End.
44 INSWING THRESHOLD ALUM/COMP
45 OUTSWING THRESHOLD w/SIDELITE ADAPTER ALUM/COMP 7 z
g 46 ADA THRESHOLD ALUM ^
50 SIDELITE PANEL-SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS w z
58 2X REINFORCEMENT(SG>=0.55) WOOD V o ° o ° o ° o ° o ° o ° N o
0 0 0 0 0 O
ci o (--1�S'—�{ t� 0 0 0 0 0 0 0 0
4S6° L I I m O ° O ° O ° 0 ° 0 ° 0 ° DAm,02 08 12 i
— O O O O O O
scut: N.T.S.
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s ADA THRESHOLD 7 WEATHERSTRIP B DRAM7N0 po,I
46 DtP ura Force 5 31 TI6 ELATE FL-15187.3 0,
6 SHEET.J.Q OF]HI
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