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Product Approval Menu>Product or Application Search>Application List>Application Detail
:'=l i=' FL# FL17347-R2
t> siat``'f
Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived G
Product Manufacturer Plastpro Inc./Nanya Plastics Corp.
Address/Phone/Email 5200 W CENTURY BLVD.
LOS ANGELES,CA 90045
(440)969-9773 Ext 16
rickw@rwbldgconsultants.com
Authorized Signature Vivian Wright '
rickw@rwbldgconsultants.com
Technical Representative Scott Johnson
Address/Phone/Email 5200 W Century Blvd,
Los Angeles,CA 90045
(440)969-9773 Ext 18
scottjohnson@plastproinc.com
Quality Assurance Representative
Address/Phone/Email
Category Exterior Doors
Subcategory Swinging Exterior Door Assemblies
III Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
LJ 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 12/31/2018
Validated By Ryan J. King,P.E.
Fqj Validation Checklist-Hardcopy Received
Certificate of Independence FL17347 R2 COI (a)Certificate of Independence odf
Referenced Standard and Year(of Standard) Standard Year
101/I.S.2/NAFS 2002
AAMA/WDMA/CSA101/I.S.2/A440 2008
ASTM E1886 2002
ASTM E1996 2002
ASTM E330 2002
ASTM E331 2000
TAS 201,202,203 1994
Equivalence of Product Standards
Certified By
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Florida Building Code Online Page 2 of 5
A.
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yr
. Florida Licensed Professional Engineer or Architect
FL17347 R2 Equiv (b)Equivalency Of Standards.1)d
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 08/13/2017
Date Validated 09/26/2017
Date Pending FBC Approval 09/29/2017
Date Approved 12/12/2017
Summary of Products
FL# Model,Number or Name Description
17347.1 a.Fiberglass Door "Non-Impact"Fiberglass Glazed Door-Single with or
without Sidelites(X,OX or XO,OXO)Outswing/Inswing
Configurations up to Nominal 6'8 in Height
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL17347 R2 II (b)Inst 17347.1.1)df
Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409
Impact Resistant:No Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other:See INST 17347.1 for any additional use limitations, FL17347 R2 AE (b)Eval 17347.1.odf
Installation instructions and product particulars. Created by Independent Third Party:Yes
17347.2 b.Fiberglass Door "Non-Impact"Fiberglass Glazed Door-Double with or
without Sidelltes(XX or OXXO)Outswing/Inswing
Configurations up to Nominal 6'8 in Height
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL17347 R2 II (b)Inst 17347.2.odf
Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409
Impact Resistant:No Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other:See INST 17347.2 for any additional use limitations, FL17347 R2 AE (b)Eval 17347.2.odf
Installation Instructions and product particulars. Created by Independent Third,Party:Yes
17347.3 c.Fiberglass Door "Non-Impact"Fiberglass Glazed Door-Single with or
without Sidelites(X,OX or XO,OXO)Outswing/Inswing
Configurations up to Nominal 8'0 in Height
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL17347 R2 II (b)Inst 17347.3.odf
Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409
Impact Resistant:No Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other:See INST 17347.3 for any additional use limitations, FL17347 R2 AE (b)Eval 17347.3 odf
Installation Instructions and product particulars. Created by Independent Third Party:Yes
17347.4 d. Fiberglass Door "Non-Impact"Fiberglass Glazed Door-Double with or
without Sidelites(XX or OXXO)Outswing/Inswing
Configurations up to Nominal 8'0 in Height
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL17347 R2 II (b)Inst 17347.4.1)df
Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409
Impact Resistant:No Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other:See INST 17347.4 for any additional use limitations, FL17347 R2 AE (b)Eval 17347.4.odf
l installation Instructions and product particulars. Created by Independent Third Party: Yes
17347.5 e.Fiberglass Door "Impact"Fiberglass Glazed Door-Single with or without
Sidelites(X,OX or XO,OXO)Outswing/Inswing
Configurations up to Nominal 6'8 in Height
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL17347 R2 II (b)Inst 17347.5.1)df
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 17347.5 for any additional use limitations, FL17347 R2 AE (b)Eval 17347.5.odf
Installation instructions and product particulars. Created by Independent Third Party:Yes
17347.6 f.Fiberglass Door
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"Impact"Fiberglass Glazed Door-Double with or without
Sidelites(XX or OXXO)Outswing/Inswing Configurations up
to Nominal 6'8 in Height
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL17347 R2 II (b)Inst 17347.6.01'
Approved for use outside HVHZ:Yes Verifled 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 17347.6 for any additional use limitations, FL17347 R2 AE (b)Eval 17347.6.0df
Installation instructions and product particulars. Created by Independent Third Party:Yes
17347.7 g.Fiberglass Door "Impact"Fiberglass Glazed Door-Single with or without
Sidelites(X,OX or XO,OXO)Outswing/Inswing
Configurations up to Nominal 8'0 in Height
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL17347 R2 II (b)Inst 17347.7.odf
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 17347.7 for any additional use limitations, FL17347 R2 AE (b)Eval 17347.7.odf
Installation Instructions and product particulars. Created by Independent Third Party:Yes
17347.8 h.Fiberglass Door "Impact"Fiberglass Glazed Door-Double with or without
Sidelites(XX or OXXO)Outswing/Inswing Configurations up
to Nominal 8'0 in Height
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL17347 R2 II (b)Inst 17347.8.odf
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 17347.8 for any additional use limitations, FL17347 R2 AE (b)Eval 17347.8.Ddf
Installation instructions and product particulars. Created by Independent Third Party:Yes
17347.9 1. Fiberglass Door "Non-Impact"Fiberglass Opaque Door-Single with or
without Sidelites(X,OX or XO,OXO)Outswing/Inswing
Conflgurations up to Nominal 6'8 in Height
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL17347 R2 II (b)Inst 17347.9.odf
Approved for use outside HVHZ:Yes Verifled By: Lyndon F.Schmidt,P.E.43409
Impact Resistant:No Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other:See INST 17347.9 for any additional use limitations, FL17347 R2 AE (b)Eval 17347.9.1)df
Installation instructions and product particulars. Created by Independent Third Party:Yes
17347,10 J.Fiberglass Door "Non-Impact"Fiberglass Opaque Door-Double with or
without Sidelites(XX or OXXO)Outswing/Inswing
Conflgurations up to Nominal 6'8 in Height
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL17347 R2 II (b)Inst 17347.10 odf
Approved for use outside HVHZ:Yes Verifled By: Lyndon F.Schmidt,P.E.43409
Impact Resistant:No Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
.Other:See INST 17347,10 for any additional use FL17347 R2 AE (b)Eval 17347 10 odf
limitations,installation instructions and product particulars. Created by Independent Third Party:Yes
17347.11 k.Fiberglass Door "Non-Impact"Fiberglass Opaque Door-Single with or
without Sidelites(X,OX or XO,OXO)Outswing/Inswing
Conflgurations up to Nominal 8'0 in Height
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL17347 R2 II (b)Inst 17347.11.odf
Approved for use outside HVHZ:Yes Verifled By: Lyndon F.Schmidt,P.E.43409
Impact Resistant:No Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other:See INST 17347.11 for any additional use FL17347 R2 AE (b)Eval 17347 11 odf
limitations,installation Instructions and product particulars. Created by Independent Third Party:Yes
17347.12 I. Fiberglass Door "Non-Impact"Fiberglass Opaque Door-Double with or
without Sidelites(XX or OXXO)Outswing/Inswing
Configurations up to Nominal 8'0 in Height
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL17347 R2 II (b)Inst 17347 12 odf
Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409
Impact Resistant:No Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other:See INST 17347.12 for any additional use FL17347 R2 AE (b)Eval 17347 12 odf
limitations,installation instructions and product particulars. Created by Independent Third Party:Yes
17347.13 m.Fiberglass Door
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Florida Building Code Online Page 4 of 5
"Impact"Fiberglass Opaque Door-Single with or without
Sidelites(X,OX or X0,OXO)Outswing/Inswing
• Configurations up to Nominal 6'8 In Height
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL17347 R2 II (b)Inst 17347.13_1)df
Approved for use outside HVHZ:Yes Verifled 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 17347.13 for any additional use FL17347 R2 AE (b)Eval 17347.13.Ddf
limitations,Installation instructions and product particulars. Created by Independent Third Party:Yes
17347.14 n.Fiberglass Door "Impact"Fiberglass Opaque Door-Double with or without
Sidelites(XX or OXXO)Outswing/Inswing Configurations up
to Nominal 6'8 in Height
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL17347 R2 II (c)Inst 17347.14.Ddf
Approved for use outside HVHZ:Yes Verifled 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 17347.14 for any additional use FL17347 R2 AE (b)Eval 17347.14.Ddf
limitations,installation instructions and product particulars. Created by Independent Third Party: Yes
17347.15 o.Fiberglass Door "Impact"Fiberglass Opaque Door-Single with or without
Sidelites(X,OX or XO,OXO)Outswing/Inswing
Configurations up to Nominal 8'O in Height
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL17347 R2 II (b)Inst 17347.15.odf
Approved for use outside HVHZ:Yes Verifled 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 17347.15 for any additional use FL17347 R2 AE (b)Eval 17347.15.1)df
limitations,installation instructions and product particulars. Created by Independent Third Party:Yes
17347.16 p.Fiberglass Door "Impact"Fiberglass Opaque Door-Double with or without
Sidelites(XX or OXXO)Outswing/Inswing Configurations up
to Nominal 8'0 in Height
Limits of Use Installation Instructions
• Approved for use in HVHZ:No FL17347 R2 II (b)Inst 17347.16.odf
Approved for use outside HVHZ:Yes Verifled 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 17347.16 for any additional use FL17347 R2 AE (b)Eva] 17347.16.0f
limitations,installation instructions and product particulars. Created by Independent Third Party:Yes
17347.17 q. Fiberglass Door "Impact"Fiberglass Opaque Door-Single with or without
Nominal 14"Sidelite(s)(X,OX or XO,OXO)
Outswing/Inswing Configurations up to Nominal 6'8 in
Height
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL17347 R2 II (b)Inst 17347.17 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 17347.17 for any additional use FL17347 R2 AE (b)Eval 17347.17.pdf
limitations,installation instructions and product particulars. Created by Independent Third Party:Yes
17347.18 r.Fiberglass Door "Impact"Fiberglass Opaque Double Door with or without
Nominal 14"Sidelites(XX or OXXO)Outswing/Inswing
Configurations up to Nominal 6'8 in Height
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL17347 R2 II (b)Inst 17347.18.Ddf
Approved for use outside HVHZ:Yes Verifled 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 17347.18 for any additional use FL17347 R2 AE (b)Eva[ 17347.18.Ddf
limitations,installation instructions and product particulars. Created by Independent Third Party:Yes
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Contact Us::2601 Blair Stone Road,Tallahassee Fl.32399 phone:850-487-1824
The State of Florida Is an AA/EEO employer.Copyright 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 mall.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 emaiis provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to
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R W BuildingConsultants Inc.
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B Consulting and Engineering Services for the Building Industry ti Z,
J� C PA.Box 230 Valfico,FL 33595 Phone 813.659.9197
l.J Florida Board of Professional Engineers Certificate of Authorization No.9813
Product
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Product Sub Category Manufacturer Product Name
Category
Plastpro Inc. Glazed Fiberglass Doors
Swinging Singles
Exterior 5200 W.Century Blvd.
Doors Exterior Door Los Angeles,CA
Assemblies wt or wiaut Sidet�tes
Phone 440.969.9773 Inswing t 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.61 G20-3,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 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 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 E1996
and FBC Sections 1609.1.2.2&R301.2.1.2.1.
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-17347.5 require further engineering analysis by a licensed engineer or
registered architect.
6. See drawing FL-17347.5 for size and design pressure limitations.
Supporting Documents.
1. Test Report No. Test Standard Testinct Laboratory Signed by
TEL 01391140 ASTM E330-02, E331-00 Testing Evaluation Lab.,Inc. V.K.Wright
TEL 01391141 ASTM E330-02, E331-00 Testing Evaluation Lab.,Inc. V.K.Wright
TEL 01391120 TAS 201,202&203-94 Testing Evaluation Lab.,Inc. William B.Shelton,P.E.
TEL 013912248 ASTM E330-02,E331-00 Testing Evaluation Lab.,Inc. V.K.Wright
2. Miami-Dade NO A Materials Testinq
17-0712.05 Saflex°PVB Interlayer(Eastman Chemical Company)
3. Drawing No. Prepared by Signed&Sealed by
No.FL-17347.5 RW Building Consultants,Inc. (CA#9813) Lyndon F.Schmidt,P.E.
4, Calculations Prepared by Signed&Sealed by
Anchoring RW Building Consultants,Inc.(CA#9813) Lyndon F.Schmidt,P.E.
5. Quality Assurance
Certificate of Participation issued by National Accreditation and
Management Institute,certifyingthat Plastpro Inc.is manufacturingproducts
within a quality assuranceprogram that complies with ISO/IEC 170 0 and
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Guide 53. w��`' o,o',� G'
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astpro
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1. This product has been evaluated and is in compliance with the 6th Edition(2017)
Florida Building Code(FBC)structural requirements excluding the"High VelocityLl Ll F� m
Hurricane Zone"(HVHZ). Li
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2 Product anchors shall be as listed and spaced as shown on details.Anchor 1.5---I I --4 1-.-t s � � a �vv)
E embedment to base material shall be beyond wall dressing or stucco.
ccoEL
0 3. When used in areas requiring wind bome debris protection this product complies a a
with FBC Sections 1609.1.2&R301212 and does not require an impact resistant m
E covering.This product meets missile level'D"and includes Wind Zone 4 as
defined in ASTM E1996 and FBC Sections 1609.122&R3012.12.1. x a o e x x o
9 -
1 4. For 2x stud framing construction,anchoring of these units shall be the some as /
m that shown for 2x buck masonry construction. ry$
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5. Site conditions that deviate from the details of this drawing require further X OX XO O
engineering analysis by a licensed engineer or registered architect. N
d m.n
s TABLE OF CONTENTS
IN 1-1
ii MAX DESIGN PRESSURE(PS17 N DESLG_ PRESSURE(PSF) 0
SHEETS DESCRIPTION IAMB INSWING OUTSWING: >j
1 Typical elevations,design pressures&general notes CONFIGURAAON 'FRAME .` REINFORCEMEM ?
d 2 Door&Sidelite panel detals DIMENSION:. POS07VE. NEGATIVE POSRIVE NEGATIVE.. 'w
0 3 Ute frame glazing details X 37.5"x 82.0" N/A +50.0 -50.0 +50.0 -50.0 N a
4 Elevations 74.75"x82.9' N/A +35.0 -40.0 +35.0 -35.0 o e
g 5 Horizontal cross sections o 2
�Z 6 Horizontal&Vertical Cross Sections(2X Buck) OX/XO 75.5'x 820" 1 X +40.0 -45.0 +40.0 -40.0 N z
a 7 Horizontal&Vertical Cross Sections(IX Buck) 76.25"x8201 2X +50.0 -50.0 +50.0 -50.0 wre 10/08/14 i
8 Horizontal&Vertical Cross Sections(D'uect to Masonry) 112.0"x82.0" N/A +35.0 -40.0 +35.0 -35.0 ' N.T.S. `_
a 9 Vertical Cross Sections(Thresholds)
OXO 113.5"x82.9' 1 X +40,0 -45.0 +40.0 -40.0 0NK a''° F a
10 Horizontal&Vertical Cross Sections(Direct to Masonry)
a 11 Buck anchoring 115.0"x 82.0" 2X 1 +50.0 -50.0 +50.0 -50.0 FNNcr.No.;LS 3
rt
12 Frame anchoring&hardware details FL-17347.5 '
n 13 Bill of materials and components
sxEEr__L OF 13
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REVISIONS & HARDWARE DETAILS FBPE CA No. 9813
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BILL OF MATERIALS 4.W �.%��O�C.; '��'
MATERIAL I N
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R R W Building Consultants Inc. (0 ed
BConsulting and Engineering Services for the Building Industry
C P.O.Box 230 Valtico,FL 33595 Phone 813.6599197 -"'
Florida Board of Professional Engineers Certificate of Authorization No.9813
T;-Oduct Evahidiloh / ' / /
Date: September 25,201.7
Product Sub Category Manufacturer Product Name
Category
Swinging
Plastpro inc. Opaque Fiberglass Doors
Exterior 5200 W.Century Blvd. Singles
Product
Exterior Door
Assemblies Los Angeles,CA wl orw/out Sidoiites
Phone 440.869.9773 Inswing t 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.61 G20-3,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 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 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 E1996
--, and FBC Sections 1609.1.2.2&R301.2.1.2.1,
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-17347.13 require further engineering analysis by a licensed engineer or
registered architecL
6. See drawing FL-17347.13 for size and design pressure limitations.
Supporting Documents:
1. Test Report No. Test Standard Testing Laboratory Signed by
TEL 01391141 ASTM E330-02,E331-00 Testing Evaluation Lab.,inc. V.K.Wright
TEL 01390617 ASTM E330-02,E331-00 Testing Evaluation Lab.,inc. V.K.Wright
TEL 01650058 TAS 201,202&203-94 Testing Evaluation Lab.,Inc. Lyndon F.Schmidt,P.E.
TEL 01391248 ASTM E330-02,E331-00 Testing Evaluation Lab.,inc. V.K.Wright
TEL 01391120 TAS 201,202&203-94 Testing Evaluation Lab.,lnc. William B.Shelton,P.E.
2, Miami-Dade NOA Materials Testing
17-071205 SafleX®PVB Interlayer(Eastman Chemical Company)
3. Drawing No. Prepared by Signed&Sealed by
No.FL-17347.13 RW Building Consultants, Inc.(CA#9813) Lyndon F.Schmidt,P.E.
4. Calculations Prepared by Signed&Sealed by
Anchoring RW Building Consultants, Inc.(CA#9813) Lyndon F.Schmidt,P.E.
5. Quality Assurance -
Certificate of Participation issued by National Accreditation and
Management
mInstitute,certifying
acomplies is
withina quality assurance program that with iSOIEC 17020 and
Guide 53. Qd� k'`aL`LG i'f `'co
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5200 W. CENTURY BLVD. itshlA)(.OVERALL FIr/1MEWIDTH
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� °GENERAL NOTES "IMPACT'
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1. This product has been evaluated and is in compliance with the 6th Edition(201 7) �� $
Florida Building Code(FBC)structural requirements excluding the"High Velocity
Hurricane Zone"(HVHZ). iz-ll-- --II--Is e
2. Product anchors shag be as listed and spaced as shown on details.Anchor d
Gembedment to base material shag be beyond wall dressing or stucco. o
3. When used in areas requiring wind bome debris protection this product complies w �X® ®� a a
B with Section 1609.1.2 of the FBC and does not require an impact resistant Ilpkddll6l o o Y Y
E covering.Tit product meets missile level"D"and includes Wind Zone 4 as O D
defined in ASTM E1996 and FBC Sections 1609.1.2&R301.2.1.2.
U V
4. For 2x stud framing construction,anchoring of these units shall be the same as
that shown for 2x buck masonry construction. X OX XO
a N N
5. Site conditions that deviate from the details of this drawing require further 8 o
engineering analysis by a licensed engineer or registered architect. v,
TABLE OF CONFENIS 2
a
SHEEN DESCRIPTION
DESIGN PRESSURE S DESfGN PRESSURE S a a
a 1
Typical elevations,design pressures&general notes MAX IAMB INSWING OUTSWING
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3 Sidefite panel delags ,D/lNI�SiO,N„ POSRIVE•„ NEGATIVE POSpNE NEG 47iVE �_
X 37.5"x 82.0" N/A +50.0 -50.0 +50.0 -50.0
4 Elevations A
M 5 Horizontal cross sections
6 Horizonte&Vertical Cross Sections 2K Buck 74.75'z 82.0" N/A +3$,Q -40.0 +50.0 -50.0
7 Horizontal&Vertical Cross Sections ix suck) ox/xo 7s.5'x 82.0" lx +40.0 -45.0 +50.0 -50.0 N^z &
a 8 Horizontal&Vertical Cross Sections Direct to Masonry) 76.25"x 82.0" 2X +50.0 -50.0 +50.0 -50.0 DATE 10/08/14 i
9 Vertical Gross Sections(Thresholds) 112.0"x 82.0" N/A +3$.0 -35.0 +50.0 -50.0 SCALE N.T.S. 9
a 10 Horizontal&Vertical Cross Sections(Direct to Masonry owo.or. JK m
$ 11 Buck anchoring OXO 113.5'x 82.0" 1 X +50.0 -50.0 +50.0 -50.0 CHK BY. LFS 3
Q 12 Frame anchoring&hardware details 115.0"x 82.0" 2X +50.0 -50.0 +50.0 -50.0 owAw Tao NO.: rc
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e� DEADBOM SERIES(660) y w
SCHIAGE HANDLE SEr.'P'SERIES(F60) .n•• Z
DEAD800. 7SERIES(F60) FIBERGLASS SKIN
SCHLAGE DEADBOM 'rSERIES(R60%2) (0.075'MIN.THK) ••. S
SEE DOOR LOCK e• •° Q
HARDWARE TABLE YALE KNOB: CIRRUS 100 C
DEADBOM 820 SINGLE CYLINDER
DEXTER BY KNOB: J54
SCHUIGE DEADKOLT: JD60
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PLASTPRO IND Lyndon F. Schmidt
IW ! o FIBERGLASS DOOR P.E No- 43409 �I/ �lrhy�s 11 `4
a c '.�.; 2 7 2T 77 UPDATE TO 6TH ED. (2017 FOC .7K PART OR ASSEMBLY: SMOING CONSULTANTS. INC.
V q w 1 74 15
UPDATE TO 5TH ED. 2014 FBC JK $IDE1/IE P.O. Bax 230.Vclrco, FL 33585
(+� a NO RATE 8Y PANEL DETAILS Phone No.: 813,659.9197
REVISIONS FBPE CA No. 9813
0 2Ui 4 R.W.9UIL Ma CCNBULTAWM INC.
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5 sown ns ng m i� 5 Backto Back Jambs 3 HORIZONTAL CROSS SECTION o �
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5 5 svnng wwn I s m r 5 ou swing s own ng T`— s!••,r. N.T.S.
2X Jamb Relnforeement 2X Jamb Relnforcemenf 1 X Jomb Reinforcement O,m., JK m
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er DRAWING NO.:
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V NOTE B
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1 1-1/4"MIN. CW.W. LFS 3
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1-1 MIN. 4 VERTICAL CROSS SECTION J �o
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15 1 HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION
3. 7 s own w/1(su uck 7 strown w/1(sub-buds E
•9 Oulswing shown(Inswing sirMorf. Outs-wing shown(Inswing sim0ar) C F S
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7
1.Spacing for Item L•6 from each end and 3 more SEE NOTE 2 L 50
equallyspaced along sidelfte jamb(5 total),
2.Spacing for item L®head a sM:6 from each end,1 SEE NOTE 1 L ••' EXTERIOR INTERIOR
centerline,2 additional at T 3 40 from and n z
adjacent to door. A r, z e
1 5 VERUCAL CROSS SECTION —10/08/14 =_
1/4'MIN. asuu N.T.S.
EMB.fIW.) Oufwngswngsimllr
M.BY.. JK m'
s3�_HORIZONTAL CROSS SECTION EN er: l FS 3
S OWfI W/1X SU UC ow�wwc Nav a
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9 EXTERIOR INTERIOR a.
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T 1-114°MIN. 4 VERDCAL CROSS SECTION
1-1/4-MIN. EMB.(iYP.) g Shown Direct to Masonry'
EMB.(1vP.J outswtng shown(Inswing 9.11w) M. �rn
2 HORIZONTAL CROSS SECTION oz
V 1 HORIZONTAL CROSS SECTION 8 Shown D h o on 9 oI 180
g Outswing shown(Inswing slmUar) E & � ow
8 Outswmmg shown(In�stifng sin -4 C D
g D E
oa N
D
NOTE:
a I.Spacing for item L•i from each end and 3 more SEE NOTE 2 L 50 g
equally spaced along slderde Jamb(S total).
.2 2.Spacing foritem L®head&sR 6°from each end,i EXTERIOR INTERIOR
'8 0 centedine,2 odditional of 3•&4,5from and
ff adjacent to door.
z
SEE NOTE 1DAIS 10/08/14
5 VERTICAL CROSS SECTION
1-1/4°MIN. 8 ShownDrecttoMasonry G„� N.T.S.
d EMB.(TYP.) Outswing shown(Inswing sim9or) Dwa.One JK m'
3 HORIZONTAL CROSS SECTION CHK an LFS 3
g DRAWM Na.110
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EMB.(TYP.) EMB.EYP.)
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PRODUCT: Do ants Proparoa er..r
IrD v o PLASTP S IND PE.No F 43409 idt %Q-
flBERGLASS DOOR ��
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2 7727,7 UPDATE TO STH E0. 2017 FBC JK PART OR ASSEMBLY: K BUILDING CONSULTANTS, INC.
N 1 D3— 14 15 UPDATE TO STH ED. (2014 FHC JK VERU CROSS J 1.Q/(�
BY j/i/ P.O. Box 230, Valrico, FL 33595
I• NO DATE SECHS'N TLTHRESHOLDS) Phone No.: 813.659.9197
REVISION' FEPE CA No. 9813
0201 fi R.W.OUILpINp tiaNeaLTANTB INa.
• I
.' MAX MAX. z" 1S O•••' V'%ciid
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D ,
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17T0210R INTERIOR EXTERIOR R41SWR
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6 VERTICAL CROSS SECTION r7 VERTICAL CROSS SECTION !''i' �o
10 Shown Otrect to Mason 10 Shown Direct to Masonry 8 VERTICAL CROSS SECTION $
Oulswing onlyw/4-9/16 Iamb Outswing only w/6.9/16'Jamb 1 Sttovtn Direct to Mason�f
��_ Single door only(N/A W/Sldegtes) Outswtng ony w/6 9/16 jamb EMOR L E
1.Spacing forifem L 6°from each end and 3 alae �o
SEE EMB. MIN. �
equally spaced along sidellte Jamb(5 total). EMB.(TYP.) Sam g N
5 HORIZONTAL CROSS SECTION I a =Z
n 2Spocing foritem L @ head d,sR 6'from each end.1® 10 Stlown Dfect to MasorvY o
R centerine,2 additional at V'&49 from end adjacent Outswing only",/6.9/16 Jamb 0 H
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INTERIOR '!j i'. : �1 F
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EXTERIOR E N^Z uu
1-114-MIN. 1-1/4"MIN. M 1-1/4"AIN. owr�,10108114
EMB.(iYP.) EMB.PYP.) EMB.j1yP.J sr.,c. N.T.S. °
1 HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION 3 HORIZONTAL CROSS SECTION 4 HORIZONTAL CROSS SECTION own.en JK m'
s" 1Q Shown Direct to Mason 10 Shown Direct to Mas'"
OM or, LFS 3
10 Shown Dtreci to Masonry 1 p Shown Diect to Masoruy Outswing only w/b 9/17Jamb Outswing any w/6-9116 Jamb a
Outswingonlyw/4.9/I6'amb Ouhwfngonyw/49/16'Jamb wavnNallo.: N
FL-17347.13 n
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PRODUCT: Docurn-to Fmparad�'°�i •.• ;
PIASTPRO IND Lyndon F. Schmidt �� �,,�a114�:•' �� �–
lY �+ O FIBERGLASS DOOR P.E. No. 43409 ''I� ,�NAL
–772-771-7 UPDATE TO 5TH ED. 2017)FBC �JK
PARI OR ASSE6IBLY: BUILDING CONSULTANTS, INC.
us 154040-s-UPDATE TD 5TH ED. (2014)FBC P.O. Box 230, Valrlco, FL 33595
NO DATE BUCK ANCHORING Phone No.: 813.059.9197
REVISIONS FBPE C.A. No. 9813
®2074 R.W.BUILa1NC CaN6ULTANTH I.C.
' • I
DIRECT TO
49116"JAMB P (SEE SHEET 10)ONRY JAMB(iYP.� 3"(TYP.) 6"(TYP.) �`�'%% `•'' * ,''''�4i N
I I I 11 I * ���t:11111111►►►zZz
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L 2X BUCK- —f V: ��I 6m'
T J D b 11
F IX BUCK j 2X BUCK 6.9116• _ � �.•'+......••• ,` ` N> m
DIRECT TO- JAMB p ",of ���� 8�m Z
ID
&JSSONR F 1X BUCK DIRECTTO � 111 1111,�v u a
^� DIRECTTO MASONRY O 13 z -20d
v
iYP•) D MASONRY JAMB(IYP.) - � m/16"JAMB HEAD&JAMBS (SEE SHEET 10) O DIRECTTO(TYP.) �., M MASONRY116"JAMB BAC ACK G iX BUCK EJAMBS ;z
O MASON
w/REINF. 2X BUCK
F JAMB[TYP-1 SILL(TYP.) (iYP.) H 2X REINF.
-(SEE SHEET 10) - - O
8 FRAME ADA SILL ONLY Fp ADA SILL I SILL PYP.) ' 12
(TYP.) m z� z
LATCH AND DEADBOLT DETARS 2�
Cla
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4 ) 1 T M MASONRY SEE HINGE G
E --{ G iXBUCK (L
DETAIL 09
2X BUCK
I I I I I I I I I L 2X REINF.
9
g - L 2X BUCK JAM
q
F 1XBUCK BACK-TO-BACK DIRECTTO o 0
D w DIRECTTO JAMBS MASONRY HINGE DETAIL 1 a` z
- MASONRY - L /REINF. JAMB(TYP.) - DIRECT TO
HEAD&JAMBS (TYP.) (SEE SHEET 10) 11 M MASONRY p- LA
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- 2X BUCK �+
$ • L 2X REINF. 1 $
� SILL(IYP.) - (?� • 1. � _°z
-ADASILL ) SILL(1YP.) � 9 9
D
-( 1 HINGE DETAIL 2 HINGEJAMB N z
DAM 10/08/14 i
OXO SME N.T.S. 9
It MO.erf JK m'
FRAME ANCHORING HARDWARE DETAILS CHK.BY: LF5 3
ORANQni NOa
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17347.13 °
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nSHmr 12 oFjA. 9
i3
FRAME WIDTH 2350 MAX LIGHT \9'�r� �% � m
20.6' MAX. 20.50"MAX. FRAME WIDTH �� m
D.LO.WIDTH t
D.L.O.WIDTH
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i/ fes; �n
5 ^o / Iiiit,
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a 3A ODL LfTB FRAME 3B RSL IITE FRAME
Aluminum PVC n^a
DOW 995
DOW 995 N N
STRI STRUCTURAL g
3A SILICONE% 5/8"GU4SSBIfE HOT BUTYL SILICONE 1/2G�B 8B
1"OVERALLGIASSTHK (ADCO(SEALANT 1-1/4"OVERALL GLASS THK. �Q
D(TERIOR 1/8"ANNEALEDGLASS EXTERIOR 4t.;`ij. .k 1/8"ANNEALED GLASS
0.090"SARB&PVB NTERLAYER SIM�-0.090°SAFLEX®PVB INTERLAYER
]IV ANNEALED GLASS
IArANNEALED GLASS Nva I
AIR SPACE AIR SPACE ^a o
INTERIOR 1/B"TEMPERED GLASS INTERIOR 1/B"TEMPERED GLASS "' z
INTER SPACERALUM
( ) SCREW CAP 1/2NON-GROOVESWIGGLE -TL-10/08/14 c
#7-19 X 1.3/4"PPH w/DELCHEM#80 POLYSULFIDE score N.7.S.
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BILL OF MATERIALS 4.56" ,p
DEMI DESCRIPTION MATERIAL T ...; Q�-• ti
y
At
A 1X BUCK(G x 042) WOOD
U M
�V i :� —
B 2XBUCK(G>=0.42j WOOD L "'.. ;.. ,.. •Ni id
�C 1/4"MAX.SHIM SPACE - 2A4" 2 OD 1/4"X 2.3/4"PFH ELCO OR RW CONCRETE SCREW STEEL ��— 1S moi �'• ��� ~i o m G
MASONRY-E301 OR HOLLOW BLOCK CONFORMMG TO ASPSI MIN.CONCRETE TM�C ONG TO ACI CONCRETE . POLY FIBER IAMB ''��// 1pv
L11 o M Oz
F 1/4"X 3.3/4"PFH ELCO OR ITW CONCRETE SCREWSTEEL 90 G 3/16"x31/4"PFH IIW CONCRETE SCREW STEEL ,� �a
I 114'X 1-3/4"PFH ELCO OR TRK CONCRETE SCREW STEEL —® a �'
J 010X 2"PFH WOOD SCREW" STEEL
L #10X 2-1/2'PFH WOOD SCREW(1.15"MIN.EMB, STEEL "''' '`-"" 9 LL
M 3/16"X 2-1/4"ITW CONCRETESCREW STEEL I I $Z
N 3/1 G'X 2.3/4"ITW CONCRETE SCREW STEEL I+ 4.56" —�I 456" a
C P 114'X 2.1/4"PFli ELCO CONCRETE SCREW STEEL 2C INSWING THRESHOLD
1 POLY FIBER JAMB COMP. Fs'd"fO ltSen1
4 IX REINFORCEMENT (G-0.55) WOOD 2.1" ADA THRESHOLD CL
5 2X REINFORCEMENT (G>=0.55 WOOD SIDEUTE 24 DLP zo
6 DOOR SWEEP PVC ADAPTER
7 WEATHERSTRIP JENDURA FORCE 5) FOAM o
9 #19 x 3/4"PFH WOOD SCREW STEEL Lv
s 11 V X 4'HINGE STEEL
12 LATCH STRIKE PLATE STEEL ::-:t=• .:':'":;' . Fri o
13 DEADBOLT STRIKE PLATE STEEL ? ° m
20 INSWING THRESHOLD ALUM/COMP 456" I al a
21 INSWING THRESHOLD w/SIDEUTE ADAPTER ALUM/COMP INSWING THRESHOLD wl SIDFIlTE ADAPTER I 456"—�I
g 22 OUTSWING THRESHOLD ALUM/COMP 21 Endura V-Sedes) OUISWING THRESHOLD
23 OUISWING THRESHOLD W/SIDEUTE ADAPTER ALUM/COMP 22 Endura(Z.Sedes)
24 ADATHRESHOLD ALUM in
25 OUTSWING THRESHOLD ALUM/COMP 4.56" `y SIDELITE In 120
26 1 INSWING THRESHOLD ALUM/COMPADAKER P;!
4 40 DOOR PANEL - N w y
50 SIDELITEPANEL ' 8 0InF67%
OUTSWING THRESHOLD
DLP I ��
c, CONCRETE ANCHOR NOTES:
a4.56"
1.Concrete anchorlocafiom at the comers may be adjusted to maintain ft min. f� $ d
> edge distance to modarjohiL c f 212" �\OUMINING THRESHOLD w/SIDELRE ADAPTER =
2.Concrete onchorloaaltors noted as MAIL ON CEN Er must be adjusted to 23 EndL-IZSedw) =
maintain the min.edge ddance to mortarjoints,addition/concrete anchors
may be requhd to ensure the"MAIL ON CENTER'dlmenslon aro not exceeded. a^o
3.Concrete anchortable: n 'm
z
4S7"
0
AIVCHL7R ANCHOR h11N MIN CLEARANCt: MIIV LEARANCI . '- � a"z �
TOMRS4NRY TOAD(/ICIf;; atF,10/08/14
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ITW BUILDIX 3/le I-1/ 3" 1 1 I SCALDiAPCON® 4.5r �I Dwa BY. N X m
s ELCO 1/4• 1.1/4" 1" S I K BY; LFS
3
ULTRACOP? cu
N WING THRESHOLD w/SIDELDE ADAPIER INSWING THRESHOLD DPAVW No.: d
WOOL)SCREW WMAf1A11ON NOTES: �r 26 ,
1.Maintain a mWmum 3/8"edge distance,1"end distance,a I"oz.spacing of DIP FL-17347.13 c
= wood screws to prevent the splitting of wood. N
sHrxr 14 or 14
D
d