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• " > C I!,, � F,,pi__yrl4_.._n > en.zs.wn^, t_yi > Application Detail St. Lucie County
FL #
FL239-R26
Application Type
Revision
Code Version
2017
Application Status
Approved
*Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by
the POC and/or the Commission if necessary.
Comrncnts
Archived
Product Manufacturer
A.dd ress/Phone/Ema ii
Authorized S!onature
Technical Representative
Add ress-/Pl;one/ E ma il
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
Certification Agency
Validated By
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
PGT Industries
10 ethnology Drive
North Venice, FL 34275
(941) 486-0100 Ext 22318
druark@)pgtindustries.com
lens Rosowski
jrosowski@pgtindustries.com
Lynn Miller, P.E.
1070 Technology Dr
N Venice, FL 34275
(941) 486-0100 Ext 21142
Iniller@pgtindustries.com
Windows
Single Hung
Certification Mark or Listing
Miami -Dade BCCO - CER
Miami -Dade BCCO - VAL
Standard
TA.S 201, 202, 203
Year
1994
https:llfloridabuilding.org/,ir!;);..,If)iall.asox?paran.=svGEVX(.Iwtl)quSl BuSCAEmBE7OC31VX3PGEpjyHvtldTso%3d Page 9 of 4
Florida Building Code Online
1/4/19, 4:47 PM,
r
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
pot Products
FL tf
239.1
Limits of Use
Approved for use h
Approved for use c
Impact Resistant:
Design Pressure: N
Other: Please see M
(NOA) for product pet
details, and anchor ty
239.2
Limits of Use
Approved for use it
Approved for use c
Impact Resistant:
Design Pressure: N
Other: Please see Mi
(NOA) for ptrrh;ct pet
details, and anchor ty
239.3
Limits of Use
Approved tot, use i
Approved for use o
Impact Resistant:
Design Pressure: N
Other: Please see hh
(NOA) for product per
details, and anchor ty
239.4
Limits of Use
Approved for use it
Approved for use c
Impact Resistant: '
Design Pressure: N
Other: Please see Mi
(NOA) for product pet
details, and anchor ty
rig
Limits of Use
Approved for use it
Approved for use c
Impact Resistant: '
Design Pressure: N
Method 1 Option A
09/25/2018
10/15/2018
10/25/2018
n
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Florida Building Code Online
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Other: Please see Miami -Dade County Notice of Acceptance
(NOA) for product performance information, anchorage
details, and anchor type, size, and spacing information.
239.6 SH-5400 (Non -Impact)
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
impact Resistant: No
Design Pressure: N/A
Other: Please see Miami -Dade County Notice of Acceptance
(NOA) for product performance information, anchorage
details, and anchor type, size, and spacing information.
FL239 R26 1L17063004.odf
Verified By: Miami -Dade BCCO - CER
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
Vinyl Single Hung Window
Certification Agency Certificate
LF 239 R26 C_SAC 17063006.12df
Quality Assurance Contract Expiration Date
07/30/2020
Installation Instructions
FL239_RPd2_IL17063006.odf
Verified By: Miami -Dade BCCO -CER
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
) (Large Missile Impact) ) I Vinyl Single Hung Window
_fmits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Other: Please see Miami Dade County Notice of Acceptance
(NOA) for product performance information, anchorage
details, and anchor type, size, and spacing information.
Certification Agency Certificate
LF 23 _R26_Q_CAC 17063005 odf
Quality Assurance Contract Expiration Date
07/30/2020
Installation Instructions
ELL232_R26_jf _17063005 odf
Verified By: Miami -Dade BCCO - CER
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
239.8 ' SH-7600A (Non -Impact)
Aluminum Single Hung Window
Ll mits of Use
Certification Agency Certificate
Approved for use in HVHZ: Yes
FL239_ 2626_C CAC 18-0430.07.pdf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: No
08/23/2023
Design Pressure: N/A
Installation Instructions
Other: Please see Miami -Dade County Notice of Acceptance
(NOA) for product performance information, anchorage
i EL233 ,R7,E_jj_I8-043Q.07.pd
Verified By: Miami -Dade BCCO - CER
details, and anther type, size, and spacing information.
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
239.9 1 SH-7700A Large Missile Impact)
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: N/A
Other: Please see Miami -Dade County Notice of Acceptance
(NOA) for product performance information, anchorage
details, and anchor type, size, and spacing information.
Aluminum Single Hung Window
j Certification Agency Certificate
` FL2 9 92r—C_C.K 18-0430.06.12d
Quality Assurance Contract Expiration Date
08/23/2023
Installation Instructions
I FI�34„RZ¢_IL38-0430.06.odf
Verified By: Miami -Dade BCCO - CER
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
3.ee.c here
Cfada=tt, :: M01$lalr Stone Rod JAIfgttdu Ee Ft 32399 Phone: 850-487-1824
The State of Flo, Ida Is an AA/EFO employrr. Cgnynaht 2007-2013 State of Florida.:: prlvacv Statement :: Accessibluct, Statement :: Refund Statement
Under Florida law, email addresms are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic
mad to this eat P.y Iits' cad, Contact Lhe uf.'me by phone or by t2dibonal mail. If you have any questions, please contact 850.487.139S. "Pursuant to Section
455.275(1), Flat lda Statutes, efterpve Onober 1, WI2, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have
one. The emads ofov.h-d may be uwd for runicwl communication with the licensee. However email addresses are public record. If you do not wish to supply a
personal zdd•ess. Please provide the Deparbnent with an email address which can be made available to the public. To determine if you area licensee under Chapter
455, 55., please click tire✓ .
�,�a
P'fr�o,duct Approval Accepts:
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Florida Building Code Online
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P-Qd:%KtAPVDI�LUSRS' > I'rg11F!i:3ryVJ19jlion s�xh > Aonli a ign List> Application Detail
*.•�sa FL # FL1654-R23
... t Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Ernail
Category
Subcategory
Compliance Method
Florida Engineer or Architect Name who developed
the Evaluation Report
Florida License
Quality Assurance Entity
Quality Assurance Contract Expiration Date
Validated By
Certificate of Independence
Referenced Standard and Year (of Standard)
s .t gw I ♦ 'I
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Y,oa'atl�:.uworparg- osrtp}Ytstotri°,eot _nq,
POLYGLASS USA
ewport Center Drive
Deerfield Beach, FL 33442
(954)233-1330 Ext 242
malpert@polyglass.com
Maury Alpert
malpert@polyglass.com
Maury Alpert
1111 W. Newport Center Drive
Deerfield Beach, FL 33442
(912) 429-8610
MAlpert@polyglass.com
Roofing
Modified Bitumen Roof System
SCANNED
BY
St. Lucie County
Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
Evaluation Report - Hardcopy Received
Robert Niernmen
PE-59166
UL LLC
09/13/2021
John W. Knezevich, PE
Validation Checklist - Hardcopy Received
FL1654 R23_COI_2018 Ql_C_0I NIEMINEN pdf
Standard - Yea
ASTM D6162 2008
ASTM D6163 2008
https://floridabuilding.org/pr/pr F.pp_dtl.asps?param=wGL'VXOwfDgvgqu2w%2bnFgUPv2pw6pKxAh3MWCf6BQtTxrtZbUa5VbZA%3d%3d Page 1 of 2
Florida Building Code Online
114/19, 4:01 PM
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
of
FL # _ i Model, Number or Name
1654.1 I Polyglass SBS and APP �p
Modified Bitumen Roof
Systems
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: 4 N/A/-622.5
Other: 1.) The design pressure in this application
relates to One particular assembly over concrete
deck. Refer to the ER Appendix for other systems
and deck types. 2.) Refer to ER, Section 5 for other
Limits of Use.
ASTM D6164 2011
ASTM D6222 2011
ASTM D6509 2009
FM 4470 2012
FM 4474 2011
UL 1897 2012
Method 1 Option D
10/08/2018
10/13/2018
10/21/2018
12/11/2018
SBS and APP modified bitumen roof systems
Installation Instructions
Verified By: Robert Nieminen PE-59166
Created by Independent Third Party: Yes
Evaluation Reports
1654 ZL_A_201$_10 FINAL ER POLYGLASS MODBIT FL1654-
Created by Independent Third Party: Yes
wezt
Spntact ns :: 2601 Blair Stone Mod Tallahassee Fl. 32399 Phone: 850-467-1624
The Slate of Florida is an AN/EEO employer. $',4Pyi ret 2007-2013 State of Florida.:: Privacv Statement :: Accessibility Statement :: Refund Statement
Under riooda law, emall addresses are public records. If you do not want your a -mall address released In response to a public -records request, do not send electronic
mall to this entity, instead, contact the office by phone of by traditional mall. If you have any questions, please contact 850.487.1395. *Pursuant to Section
455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have
one. The emailr, provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a
personal add:css, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter
455, F.S., please click here
Product Approval Accepts:
RE in
�4 1 rl t�snl hTRI
I
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Florida Building Code Online 1/4/19, 3:47 PM
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USER:
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Prridu[! r31L!3k_' �iCt?;! > Pip—dwZt AgRlkn[1y93�$!Sh > ApR i anon Lit > Application Detail BY
FL # FL17022-R7 St. Lucie County
Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
Florida Engineer or Architect Name who developed
the Evaluation Report
Florida License
Quality Assurance Entity
Quality Assurance Contract Expiation Date
Validated By
Certificate of Independence
\ Referenced Standard and Year (of Standard)
08/18/2017v. date reapply 08/21/17
Extreme Metal Fabricators, LLC
21.6 Perna Drive
Palm City, FL 34990
(772) 872-8034
flvalidation@yahoo.com
Richard McKuhen
flvalidation@yahoo.com
Richard McKuhen
2160 SW Perna Drive
Palm City, FL 34990
(772) 872-8034
richard@emfab.net
Roofing
Metal Roofing
Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
Evaluation Report - Hardcopy Received
LOCKE BOWDEN
PE-49704
Keystone Certifications, Inc.
04/22/2024
Zachary R. Priest, P.E.
Validation Checklist - Hardcopy Received
F 11 7022 R7 COI_bL17-223-1 5 V CRIMP ssr.o>rdf
Standard Year
TAS 125 2003
UL 1897 2012
https://iloridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv2aBQPHPQQe6rMZMkUEoR%2bGxHGXFe5QkCHzEgvOQveeg%3d%3d Page 1 of 4
Florida Building Code Online
UL 580
2006
1/4/19, 3:47 PM
l
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
Date
Submitted
08/18/2017
Date
Validated
08/25/2017
Date
Pending FBC Approval
08/28/2017
Date
Approvers
10/10/2017
Summary of Products
FL # Model, Number or Name
Description
26 Gau a steel, /8" rib height, 24" wide lapped roof panel
17022.1 1 -' SV Crimp" (R6)
mechanically a ached to 15/32" plywood or Wood Deck with
.e.o
fasteners
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL17022 R7 i1_FL 17022.1 5 V CRIMP_sscpdf
Approved for use outside HVHZ: Yes
Verified By: Locke Bowden, P.E. 49704
Impact Resistant: No
Created by Independent Third Party: Yes
Design Pressure: +N/A/ -Table A
Evaluation Reports
Other: Refer to evaluation report for conditions. Install the
FL17022 R7 AFL 17022.1 5 V CRIMP_ssc pdf
assembly in compliance with the installation method listed in
Created by Independent Third Party: Yes
this report and applicable code sections of FBC. Refer to
manufacturer's installation instructions.
17022.2 2 - "5V Crimp" (R6)
0.032" Aluminum, 3/8" Rib height, 21" wide lapped roof I
panel, mechanically attached to 15/32" plywood or Wood Deck
Limits of Use
with exposed fasteners '
Installation Instructions
Approved for use in HVHZ: No
FL17022 R7_I11_FL 17022.2 5 V CRIMP 0.032 ALUM ssr.odf
Approved for use outside HVHZ: Yes
Verified By: Locke Bowden, P.E. 49704
Impact Resistant: No
I Created by Independent Third Party: Yes
Design Pressure: +N/A/ Table A
Evaluation Reports
I Other: Refer to evaluation report for conditions.Install the
1 FL17 70 7. _R7 Ag_ FL 17022.2 5 V CRIMP 0.032 ALUMsscp ff
11 Created by Independent Third Party: Yes
assembly in compliance with the installation method listed in
I this report and applicable code sections of FBC. Refer to
manufacturer's installation instructions.
i---- --_-_----...----.._. _.---------------
17022.3 13 - "1.5" Mechanical Seam" (115)
1.5" rib height, 16" wide, 24 gauge steel, standing seam roof
L__ _
panel mechanically attached to 15/32" plywood or wood deck
with clips and fasteners.
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL17022 fz7 11 FL 17022.3 1.5 MECHANICAL
Approved for use outside HVHZ: Yes
seam 74ga ssr.odf
Impact Resistant: No
Verified By: Locke Bowden, P.E. 49704
Design Pressure: +N/A/ -Table A
Created by Independent Third Party: Yes
Other: Refer to evaluation report for conditions and
Evaluation Reports
limitations of use. Install the assembly in compliance with the
FL17022 77_/' FL 17022.3 1.5 MECHANICAL
installation method listed in this report and applicable code
reearr _79ga_ ssr.odf
sections of FBC. Refer to manufacturer's installation
Created by Independent Third Party: Yes
J
instructions.
17022.4 4 - "1.5" Mechanical Seam" (R5)
1.5" rib height, 16" wide, 0.032" aluminum, standing seam
{
roof panel mechanically attached to 15/32" plywood or Wood
Deck with clips and fasteners. ,
Limits of Use
Approved for use in HVHZ: No
Installation Instructions
FL 17022_.R7_11_FL 17022.4 MECHANCIAL SEAM
htips://fioridabuliding.org/pr/pr app_dti.aspx?param=wGEVXQwtDgv2aBQpHPQQe6rMZMkUEoR%2bGXHGxPe5QkCHZEgvOQveeg%3d%3d Page 2 of 4
I
Palm City, FL 34990
Compliant with Florida Building Code 2017 (6th ed.)
Compliant with Florida Product Approval Rule # 61G20-3
Compliant: Keystone Certifications
Product: 5 V Crimp 26GA Steel Roof Panel FBC Sec.1507.4.2
Yield strength: 50 ksi min.; Attached to min.15/32" plywood or Wood
Deck w/ min. 0.42 specific gravity with screws. 24" Coverage
Rib Height 3/8"
Corrosion Resistant Compliant: FBC Sec. 1507.4.3
Fastener 1(Method 1 Attachment): #9 x 1-1/2" Hex -Washer Head wood screw* to penetrate
3/16" min. thru deck or 5/8" embedment into wood plank. (*or sufficient length to meet
requirements)
Fastener 2 (Method 2,3, & 4 Attachment): #10 x 1-1/2" Hex -Washer Head wood screw* to
penetrate 3/16" min. thru deck or 5/8" embedment into wood plank. (*or sufficient length
to meet requirements)
Underlayment: To be compliant with FBC Sec. Chart 1507.1.1
Slope: Shall be in compliance with FBC Sec.1507.
5ree Fastener attachme speciir tions above
Install Details: Table A Allowable Loads
METHOD 1
METHOD 2
METHOD 3 METHOD 4
DESIGN PRESSURE*
-86 PSF
-93.5 PSF
-101 PSF -228 PSF
ROW SPACING
16" o.c.
16" ox.
8" O.C. 6" o.c.
FASTENER SPACING (ALONG Panel width)
12" o.c.
12. o.c.
12" o.c. 12" O.C.
FASTENER SIZE
#9
#30
#10 #10
Reference Data: ARCHITECTURAL TESTING, INC. TST ID#: 1527
UL 580-06 & 1897-041 Test Report 016893.01-450-18 05/02/14
Test Report F3366.01-450-18 12/18/15
TAS 125-03 Test Report D05893.02-450-18 07/22/14
*EQUIVALENCY-UL 1897-04 is equivalent to test standard UL 1897-1?("Design pressure margin of safety 2:1
s..H 11I1r,..
Locke Bowden, P.E. does not have, not will acquire a financial int@ t4 7y i, ??f +facturing or distributing products
under this evaluation. �.° �' �- �..''• �'�
Locke Bowden, P.E. Is not owned, operated, or controlled by apy coerpar0pmSiiafaltur4i or Eistributing products under this
report.
�,•���sf5li:rCrf ;er3��
4. rONAIt�,i''
FL17O22.1 5V Crimp (26GA Steel), 24" Wide Roof Panel -Details
Limitations:
1. Underlayment to be compliance with current Florida Building Code (FBC)2017 6th ad.
VMinimum slope to be compliant with Florida Building Code 2017 6th ad., and per with Manufacturer's installation reference.
3. Products are compliant for State of Florida product approval per Rule 61 G20-3. Compliance Method: 1-D
4. Engineering analysis for "project specific approval by local authorities w/jurisdiction is allowed by other registered engineers.
5. Fire classification is not part of this acceptance. Shear diaphragm values are outside this
6. Support framing in compliance w/FBC 2017 6th ed., Chapter 22 for Stee Chapter 23 for Wood nd Chapter 16 for
Structural Loading.
7. This report does not imply warranty, installation, recommended product use outside of this report.
419 x14/4"Min. or
#1Cx1 ;4"Min. parTable'A' For Row S-V CWp Roof Panel
Spacing and Design proscuras
Hex Washer Head Wood Screws
_ r� __•lt /�rr
gn.ate,. Plywood, or .—..^.. ` �— S+ —f 'e!i i� ' 1 t/Z
-M ddank.. t.
IJ P D
24"
9PTaCNAL SIRIATIda3�
Panel Profile
Nominall2" Nominall2"
O.C. o.c.
Fasten
y9 x 1-1/2" Min. or #10 x 1-1/2" Min. per
Table "A" Hex fisher Head Screw
Spaced 12" o.c. across the Panel Width
Panel Refer to Table "A" for Spacing Along Panel
Overlap Length
Deck-15/32" or greater
Plywood, or
-Mod plank
Florida Building Code Online
1/4/19, 3:29 PM
FIR
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aProductE USER: PubliAupergval
SCANNED
dbbv"%rw115, BY
P .'±ul_1pU'�v" MSIl�• > P�r�p icier Appllcalion Search > Aj>Ocz i n List> Application Detail St. Lucie County
FL Ii
3
Application Type
C17
Code Version
Application Status
Comments
Archived
Product Manufacturer DAB Doors Company, Inc.
Address/Phone/Email e
Hialeah Gardens, FL 33018
(305) 822-7870
RBerger5l8@hotmaii.com
Authorized Signature Javad Ahmad
veronica@afceng.com
Technical Representative Allen Berger
Address/Phone/Email 12195 NW 98 Avenue
Hialeah Gardens, FL 33018
rberger5l8@hotmaii.com
Quality Assurance Representative
Address/Phone/Email
Category Exterior Doors
Subcategory Sectional Exterior Door Assemblie
Compliance Method Certification Mark or Listing
Certification Agency Miami -Dade BCCO - CER
Validated By Miami -Dade BCCO - VAL
Referenced Standard and Year (of Standard) Standard Year
TAS 201 1994
TAS 202 1994
TAS 203 1994
Equivalence of Product Standards
Certified By
https://floridabuilding.org/pr/pr_app dtl.aspx?param=wGEVXOwtDgLH8572gvdW]YeOJ8oi3UxesBpONNZaHM8DjjWUlH4Dsw%3d%3d Page 1 of 13
Florida Building Code Online
1/4/19, 3:29 PIA
Product Approval Method Method 1 Option A
Date Submitted 07/20/2016
Date Validated
rFL 9 1, i Model, Number or Name I DescriptionI
15371.1 ' Hurricane Master Model 824/811
Steel Sectional Garage Door 16'-:
Wide w/ Window Lite Option
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistan
Design Pressur • +48/-52
Other: See attached N A #17-1018.11 and limitations of
use for installation instructions.
15371.2 Hurricane Master Model 824/811
Steel Sectional Garage Door 16'-2"
Wide w/ Window Lite Option
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: +36/-44
Other: See attached NOA #17-1018.12 and limitations of
use for installation instructions.
15371.3 Hurricane Master Model 824/311
Steel Sectional Garage Door 16'-2"
Wide w/ Window Lite Option
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: +27/-30
Other: See attached NOA #17-0919.12 and Limitations of
Use for installation instructions.
15371.4 I Hurricane Master Model 824/811
' Steel Sectional Garage Door 16'-2"
Wide w/ Window Lite Option
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Large missile impact resistant 16'-2" x 16' steel sectional
garage door.
Certification Agency Certificate
FL15371 13 C CAC Steel Sectional Garage Door 16-
2X16(L I zNOA 17-1018 11 off
Quality Assurance Contract Expiration Date
07/21/2020
Installation Instructions
FL15371 R3 ]I Limitations Of Use oaf
FL15371 t(_3 II Steel Sectional Garagr<Door 16-2XI(;(, [)_
NOA 17-1018.11.odf
Verified By: Miami -Dade BCCO - CER
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
Large missile impact resistant 16'-2" x 16' steel sectional
garage door.
Certification Agency Certificate
FLl 3 _R3 C CAC Steel Sectional Garage Door 16-
2XXI6(1.MD RQA_ 7-1018.12.Qdf
Quality Assurance Contract Expiration Date
07/21/2020
Installation Instructions
L1F 5371_113 II Umitations Of Use.pdf
FL15371 R3 I}_Steel Sectional Garage Door 16-2X16(LMI)-
NOA 17-1018.12.12df
Verified By: Miami -Dade BCCO - CER
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
Large missile impact resistant 16'-2" x 16' steel sectional
garage door.
Certification Agency Certificate
FL15371_ 3 C CAC Steel Sectional Garage Door 16-
2X16(LMT)-NOA 17-0919 12 D
Quality Assurance Contract Expiration Date
08/14/2021
Installation Instructions
FL15371_RCLimitations Of Use.pddf
LF15371_RCSteel Sectional Garage Door 16-2XI6(LMT)-
NOA 17-0919.12.pdf i
Verified By: Miami -Dade BCCO - CER I
Created by Independent Third Party:
Evaluation Reports I
Created by Independent Third Party:
Large missile Impact resistant 16'-2" x 16' steel sectional
garage door
Certification Agency Certificate
FL1537/j_R3_C CAC 16x16 Garage Door NOA 17-
,11Q9 30(LMI)-2017 DWG 00-18.odf
https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQWtDgt[18572gvdWlYeOJ8oi3UxesBpONNZaHM8DjjWUlH4DsW%3d%3d Page 2 o! 5
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24iS.t AU4uvai 19.gP;� > bli1LLLuliiPgLlc. tgJon Sgg'L > Ap kajkcti > Application Detail
FL 8
13265-R3
Application Type
Revision
Code Version
2017
Application Status
Approved
Comments
Archived
Product Manufacturer ®tames Hardie Building Products, Inc.
Address/Phone/Email 26300 La Alameda
Ste. 250
Mission Viejo, CA 92691
(909)349-2927
pingsheng.zhu@jameshardie.com
Authorized Signature Pingsheng Zhu
pingsheng.zhu@jameshardie.com
Technical Representative Pingsheng Zhu
Address/Phone/Email 10901 Elm Ave.
Fontana, CA 92337
(909)349-2927
pingsheng.zhu@jameshardie.com
SCANNED
BY
St. Lucie County
Quality Assurance Representative
Pingsheng Zhu
Address/Phone/Einail
10901 Elm Ave.
Fontana, CA 92337
pings heng.zhu @j ames ha rd i e. com
pingsh ng.zhu7
Category
anel Walls
Subcategory
Soffit
Compliance Method
Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed
the Evaluation Report
Florida License
Quality Assurance Entity
Quality Assurance Contract Expiration Date
Validated By
Certificate of Independence
Ronald I. Ogawa
PE-24121
Intertek Testing Services NA, Inc. - QA Entity
12/31/2020
John Southard, P.E.
Validation Checklist - Hardcopy Received
EI,J _2�25_R.3_C0I_ I2IO - Certificate of Indeoendence.odf
https://fforidabuilding.org/pi/pr_app_d0.nspx?rialam=wGEVXQwtDclvRk6bsvZ66FOM27xGPgknePmcKGcy5NkinTVmOuTo3Vw%3d%3d Page 1 of 2
Florida Building Code Online
1/6/19, 5:38 AM
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Summary of Products
Standard Year
ASTM C1186 2007
ASTM E330 2002
Florida Licensed Professional Engineer or Architect
1F. 13265_93_EguLy1tIO-2692E-17 ASTM C1186 eauivalencv pdf
Method 1 Option D
08/09/2017
08/25/2017
08/28/2017
10/10/2017
YFIL it i Model, Number or Name
Description
13265.1 Hardi=it Panels
ardie I Panels, Cemsoffit Panels; fiber -cement soffit
panels
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
FLF�,5 R33 II ER RIO-2684-17 Soffit wood metal
Approved for use outside HVHZ: Yes
Frame odf
Impact Resistant: N/A
FL13265 R3 13_HardieSoffit-Installation.odf
Design Pressure: N,1A
FL13265 R3 II_NOA 17-0406 06 odf
Other: For use in HVHZ install in accordance with NOA 17-
Verified By: Ronald I. Ogawa 24121
0406.06
Created by Independent Third Party: No
Evaluation Reports
L1 _R3_AE ER RIO-2684-17 Soffit wood metal
Frame pdj
FL7.3265 }23 6f_NOA 17-0406 06 odf
Created by Independent Third Party: Yes
--J
2601 nlan Stone R Ad,_'dlaj3see FI. M92 Phone: 850-487-1824
The State of Florida is an AA/EEO employer. Co r' ht 2007-2011 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(t), 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 emads 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 hem
Product Approval Accepts:
ffm raa W 4'E E
• •
>, u11 r t r s a xa
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rlorda
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prou_ct ApDrwal Ftenu > PrMutt or AopAgation Search > Application List> Application Detail
xfi
FL # FL13192-R5
Application Type Re on
Code Version 017
Application Status Approved
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
Florida Engineer or Architect Name who developed
the Evaluation Report
Florida License
Quality Assurance Entity
Quality Assurance Contract Expiration Date
Validated By
\ Certificate of Independence
James Hardie Building Products, In .
26300 La Alameda
Ste. 250
Mission Viejo, CA 92691
(909) 349-2927
pingsheng.zhu@jameshardie.com
Pingsheng Zhu
pingsheng.zhu@jameshardie.com
Pingsheng Zhu
10901 Elm Ave.
Fontana, CA 92337
(909)349-2927
pingsheng.zhu@jameshardle.com
Pingsheng Zhu
10901 Elm Ave.
Fontana, CA 92337
(9D9) 349-2927
pingsheng.zhu@jameshardie.com
anel Walls
Siding
SCANNED
BY
St. Lucie County
Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
Evaluation Report - Hardcopy Received
Ronald 1. Ogawa
PE-24121
Intertek Testing Services NA, Inc. - QA Entity
12/31/2020
John Southard, P.E.
Validation Checklist - Hardcopy Received
F111112_B9_CCO ._RIO - Certificate of Independence. p-c j
https://floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgtsk%2bGnUu47orxma HRnHilDSL7Rnc9nl4NP2!Zim2vOrA%3d%3d Page I of 3
Florida Building Code Online
1/4/19, 11:17 AM
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Standard Year
ASTM C1186 2007
ASTM E330 2002
Florida Licensed Professional Engineer or Architect
FL13192 R5_EQLQLV_RIO-2692E-17 ASTM C1186 eauivalencv_pdf
Method 1 Option D
08/09/2017
08/25/2017
08/28/2017
10/10/2017
FL # I Model, Number or Name Description
13192.1 Cemplank Lap Siding fiber -cement lap siding
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: N/A
Other: For use in HVHZ install in accordance with NOA 17-
0406.06
Lap Siding
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: N/A
Other: For use in HVHZ install In accordance with NOA 17-
0406.06
Installation Instructions
FL13192 R5 LLCemPlank-Installation.ndf
FL13192 RS_II ER RIO-2683-17 Plank Wood Metal
Frame.pdf
FL13192 RS 11_ER RIO-2687-17 Plank Shingle to CMU.odf
FL13192 R5 II ER RIO-2688-17 Plank W5P Sheathing,pdf
FL13192 RS 11 NOA 17-0406 06 0f
Verified By: Ronald I. Ogawa 24121
Created by Independent Third Party: No
Evaluation Reports
FL13192 -RS-AE-ER RIO-2683-17 Plank Wood Metal
Frame.p_df
L1 1 2 R5_AE_ER RIO-2687-17 Plank Shingle to CMU gd_f
FL13192 M_AE_ER RIO-2688-17 Plank WSP Sheathing Wf
FLl 1 2_R5_-AE_NOA 17-0406.06.pdf
Created by Independent Third Party: Yes
fiber -cement lap siding
Installation Instructions
FL13192 R5 II HardiePlank-Installation.pdf
FL13192 RS_ILNOA 17-0406 06.pdf
Verified By: Ronald I. Ogawa 24121
Created by Independent Third Party: No
Evaluation Reports
FL13192_R5 AE ER RIO-2683-17 Plank Wood Metal
Frame.pdf
FL13192 RS AE ER RIO-2687-IZ Plank Shingle to CMU pdf
FL13192 95 ARER RIO-2688-17 Plank WSP Sheathingpdf
FL13192 RS_AE NOA 17-0406,06.odf
Created by Independent Third Party: Yes
113192.3 1 HardieShingle Individual Shingles I fiber -cement individual cladding shingles I
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
1 Impact Resistant: N/A
f Design Pressure: N/A
Installation Instructions
FL13192 _R5 11_ER RIO-2685-17 Shingle Wood Metal
Frarne,p4.f
FLI3 D3_95I1_Hardig5hingle-InstallatiorLpdf
Verified By: Ronald I. Ogawa 24121
https://floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgtsk%2bGnUu47ogxmaHRnH[IDSL7Rne9nl4NP2iZim2vOrA%3d%3d Page 2 of 3
Florida Building Code Online
12/30/18, 1:28 PM
dba$r
=`.
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Product Approval
#` USER: Public User
Product poroval Menu > Product or Aoolication Sea'cb
> Application List > Application Detail
FL #
FL17022-R7
Application Type
Revision
Code Version
2017
Application Status
Approved
Comments 08/18/2017v. date reapply 08/21/17
Archived
Product Manufacturer xtreme Metal Fabricators, LLC
Address/Phone/Email
Palm City, FL 34990
(772)872-8034
flvalidation@yahoo.com
Authorized Signature
Richard McKuhen
flvalidation@yahoo.com
Technical Representative
Richard McKuhen
Address/Phone/Email
2160 SW Poma Drive
Palm City, FL 34990
(772)872-8034
richard@emfab.net
Quality Assurance Representative
Address/Phone/Email
u
SCANNED
BY
St. Lucie County
Category Roofing
Subcategory Metal Roofing
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed
LOCKE BOWDEN
the Evaluation Report
Florida License
PE-49704
Quality Assurance Entity
Keystone Certifications, Inc.
Quality Assurance Contract Expiration Date
04/22/2024
Validated By
Zachary R. Priest, P.E.
-,, Validation Checklist - Hardcopy Received
Certificate of Independence
F 1F�R7 COI_FL 17022.1 5 V CRIMP ssr.odf
Referenced Standard and Year (of Standard)
Standard Year
TAS 125 2003
UL 1897 2012
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Florida Building Code Online
UL 580
2006
12/30/18, 1:28 PM
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 08/18/2017
Date Validated 08/25/2017
Date Pending FBC Approval 08/28/2017
Date Approved 10/10/2017
SummarV of Products
FL #
Model, Numhe Name
Description
17022.1
1 - "SV Crimp" (R6)
26 Gauge steel, 3/8" rib height, 24" wid lapped roof panel
Tn ec an c y a ace p o or Wood Deck with
fasteners
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL17022 R7 LI FL 17022.1 5 V CRIMP ssr.p f
Approved for use outside HVHZ: Yes
Verified By: Locke Bowden, P.E. 49704
Impact Resistant: No
Created by Independent Third Party: Yes
Design Pressure: +N/A/ -Table A
Evaluation Reports
Other: Refer to evaluation report for conditions. Install the
FL17022 R7_A_E FL 17022,1 5 V CRIMP ssr.p_df
assembly in compliance with the installation method listed in
this report and applicable code sections of FBC. Refer to
Created by Independent Third Party: Yes
manufacturer's installation instructions.
17022.2
r2"SV Crimp" (R6)
0.032" Aluminum, 3/8" Rib height, 21" wide lapped roof
panel, mechanically attached to 15/32" plywood or Wood Deck
with exposed fasteners
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL17022 RZII FL 17022.2 5 V CRIMP 0.032 ALUM ssr.pdf
Verified By: Locke Bowden, P.E. 49704
Approved for use outside HVHZ: Yes
Impact Resistant: No
Created by Independent Third Party: Yes
i
Design Pressure: +N/A/ -Table A
Evaluation Reports
Other: Refer to evaluation report for conditions.Install the
FL17022 RZAE_FL 17022.2 5 V CRIMP 0.032 ALUM_ssr.pdf
Created by Independent Third Party: Yes
assembly in compliance with the installation method listed in
this report and applicable code sections of FBC. Refer to
manufacturer's installation instructions.
17022.3
3 - "1.5" Mechanical Seam" (R5)
1.5" rib height, 16" wide, 24 gauge steel, standing seam roof
panel mechanically attached to 15/32" plywood or wood deck
with clips and fasteners.
Limits of Use
_^!
Installation Instructions '
Approved for use in HVHZ: No
FL17022 RZII FL 17022.3 1.5 MECHANICAL
Approved for use outside HVHZ: Yes
sea -Z4ga ssr. df
Impact Resistant: No
Verified By: Locke Bowden, P.E. 49704
Design Pressure: +N/A/ -Table A
Created by Independent Third Party: Yes
Other: Refer to evaluation report for conditions and
Evaluation Reports
limitations of use. Install the assembly in compliance with the
FL17022 RZA€..EL 17022.3 1.5 MECHANICAL
installation method listed in this report and applicable code
seam_24ga ss npdf
sections of FBC. Refer to manufacturer's installation
Created by Independent Third Party: Yes
Instructions.
17022.4 4 - "1.5" Mechanical Seam" (RS)
1.5" rib height, 16" wide, 0.032" aluminum, standing seam
roof panel mechanically attached to 15/32" plywood or Wood
Deck with clips and fasteners.
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL17022_R2_jLFL 17022.4 MECHANICAL SEAM
https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv2aBQpHpQQe6rMZMkUEoR%2bGxHGxFe5QkCHzEgvCQveeg%3d%3d Page 2 of 4
Compliant with Florida Building Cod 2017 (6th e .
Compliant with Florida Product Approva u G20-3
Compliant: Keystone Certifications
5 V Crimp 26GA Steel Roof Panel FBC Sec. 1507.4.
f� tr`eng Yie sh 0 ksi min. Att'ac tamed to m n 5j1"2 plywood or Wood
Deck w/ min. 0.42 specific gravity with screws. 24" Coverage
Rib Height 3/8"
Corrosion Resistant Compliant: FBC Sec.1507.4.3
Fastener 1 (Method 1 Attachment): #9 x 1-1/2" Hex -Washer Head wood screw* to penetrate
3/16" min. thru deck or 5/8" embedment into wood plank. (*or sufficient length to meet
requirements)
Fastener 2 (Method 2,3, & 4 Attachment): 10 x 1-1/2" ex -Washer Head wood screw* to
penetrate 3/16" min. thru deck or 5/8" embe ment Into wood plank. (*or sufficient length
to meet requirements)
Underlayment: To be compliant with FBC Sec. Chart 1507.1.1
Slope: Shall be in compliance with FBC Sec. 1507.
See Fastener attachment above
Install Details: Table A Allowable Loads
METHOD 1
METHOD 2
: ETH D 3
METHOD 4
DESIGN PRESSURE*
-86 PSF
93.5 PSF
-101 PSF
-228 PSF
ROW SPACING
16" o.c.
_ 16" o.c.
8" O.C.
6" o.c.-
FASTENER SPACING (ALONG Panel width)
12" o.c.
12" o.c._
12'.' o.c:
., 12"b:c.
FASTENER SIZE
#9
#10
#10
#10,
Reference Data: ARCHITECTURAL TESTING, INC. TST ID#: 2527
UL580-06 & 1897-041 Test Report 05893.01-450-18 05/02/14
Test Report F3366.01-450-18 12/18/15
TAS 125-03 Test Report D05893.02-450-18 07/22/14
*EQUIVALENCY-UL 1897-04 is equivalent to test standard UL 1897-1? *Design pressure margin of safety 2:1
- :,111 (Infer._
Locke Bowden, P.E. does not have, not will acquire a financial
under this evaluation.
Locke Bowden, P.E. Is not owned, operated, or controlled by
report.
l
distributing products
products under this
/%
FL17022.1 5V Crimp (26GA Steel), 24" Wide Roof Panel -Details
Limitations:
�1. Underlayment to be compliance with current Florida Building Code (FBC)2017 6th ad.
2. Minimum slope to be compliant with Florida Building Code 2017 611 ad., and per with Manufacturer's installation reference.
3. Products are compliant for State of Florida product approval per Rule 61 G20-3. Compliance Method: 1-D
4. Engineering analysis for "project specific approval by local authorities w/jurisdiction is allowed by other registered engineers.
5. Fire classification is not part of this acceptance. Shear diaphragm values are outside this report.
6. Support framing in compliance w/FBC 2017 61h ed., Chapter 22 for Steel, Chapter 23 for Wood and Chapter 16 for
Structural Loading.
7. This report does not imply warranty, installation, recommended product use outside of this report.
— Fasteners -
#9.1-12"Min. or
#10 x 1-12" Min. per Tabla A' for ROW 54 Comp Roof Panel
Spscfng and Des(gn Prsssums
Hex Washer Head Wood Screws
Deck
-15W' or greater Plywood, or
- Wced plank
2d
are -
Panel Profile
12"
O.C. I o.C.
Fasten
kU ■ 1-1/2" Min. or #10 x 1-1/2" Min. per
-table "A" Hex fisher Head Screw
Spaced 12" o.c. across the Panel IMdth
Panel Refer to Table "A" for Spacing Along Panel'
Overlap Length
Deck-15/32" or greater
Plywood, or
-Nbod plank
Florida, pudding Code Online
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m n •pp-�,al 1o>eI Cp}A Iicti n st > Application Deta
FL # '; aL15180-R2FILE C
opy
Application Ti �—T. LucieLOU t PgrC01 -- Revision
Code Version 2017
Application Status Approved SCANNED
BY
Comments St. Lucie County
Archived
Product ManufaLtuier lastpro Inc. / anya 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@mbldgconsultants.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 Assurcmre Repieszntafive
Ron O'Connell
Address/Phone/Email
5200 W Century Blvd.
Los Angeles, CA 90045
(440) 969-9773 Ext 16
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
-.- Evaluation Report - Hardcopy Received
Florida Engineer or Architect (Jame who developed
the Evaluation Report
Florida License
Quality Assurance Entity
I Quality Assurztrce Contract Ei7m:;tion Date
Validated BY
Certificate of independelL.Cr
Refererced Standard and Year (of Standard)
Lyndon F. Schmidt, P.E.
PE-43409
National Accreditation and Management Institute
12/31./2019
Ryan J. King, P.E.
Validation Checklist - Hardcopy Received
F 1t 180_ F/:_CCOi j (k._Cgrdficate of Independence. pdf
https:/lfforidabtsilding.org/p,/pr-, DgsidcHd6ieP8HCLWJ4zwVnPvL3WjlhaHAgCZU6a6JPLk0%3d%3d Page 1 of
Florida Building Code Online
12/30/18, 8:43 AM
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Standard
ASTM D1929
ASTM D2843
ASTM D635
ASTM D638
ASTM E1300
ASTM E84
ASTM G155
ASTM G26
TAS 201, 202, 203
Florida Licensed Professional Engineer or Architect
FL15180 R2_EgVi_v_(b) Enuivalency of Standards.odf
Method 1 Option D
08/17/2017
10/16/2017
10/17/2017
12/12/2017
Summary_of Products
------....... _.._..-_._. --...---.._..---
\ FL # : Model, Number or Name
15180.1 a. Smooth / Wood Grain / White
I 'Wood Grin / Rustic / Mahogany
Series N Fiberglass Door
Limits of Use---_-�'--_ - .—_--�— —
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: N!A
Other: See INST 15180.1 for Design Pressure Ratings, any
additional use limitations, installatiorrinstrue'ions and product
particulars.
15180.2�h. Smooth / Wood Grain / White
Wood Grain / Rustic / Mahogany
Series N Fiberglass Door
Limits of Use
Approved for use in HVHZ:: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: N/A
Other: See INST 15180.2 for Design Pressure Ratings, any
additional use limitations, installation Instructions and product
particulars.
15100.3 r. Smooth / Wood Grain / White
;'Wood Grain / Rustic / Mahogany
Series N Fiberglass Door
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
1 Impact Resistant: Yes
J Design Pressure: N/A
Other: See INST 15180.:3 for Design Pressure Ratings, any
Year
1996
1999
1998
2003
2004
2005
2005
1995
1994
6'8 "Impact" Glazed Fiberglass Single Door with "Impact"
Sidelite(s) - Outswing (X, OX or XO, OXO Configurations)
Installation Instructions
FL15180 R2 L_(ly Tnst 15180.Lodf
Verified By: Lyndon F. Schmidt, P.E. 43409
Created by Independent Third Party: Yes
Evaluation Reports
FLl 1 0 R2_AE-[h Eval 15180 1 odf
Created by Independent Third Party: Yes
6'8 "Impact" Glazed Fiberglass Double Door with or without
"Impact" Sidelites - Outswing (XX or OXXO - Configurations)
Installation Instructions
FL15180It �b� Inst 15180.2.odf
Verified By: Lyndon F. Schmidt, P.E. 43409
Created by Independent Third Party: Yes
Evaluation Reports
FLISI80 R2_9F(b) Eval 15180.2.o-df
Created by Independent Third Party: Yes
8'0 "Impact" Glazed Fiberglass Single Door with "Impact"
Sidelite(s) - Outswing (X, OX or XO, OXO Configurations)
Installation Instructions
FL1518013�II (j)) Inst 15180.3.odf
Verified By: Lyndon F. Schmidt, P.E. 43409
Created by Independent Third Party: Yes
Evaluation Reports
FL15180 I2_6E (,?) Eva- 15180.3 odf
https://floridabuilding.org/pr/pr app_dti.asrix?para;n=WGLVXOwtDqsidcHd6ieP8HCLWJ4zwVnPvL3WjihaHAgCZU6a6JPLk0%3d%3d Page 2 of 4
Florida Building Code Online 12/30118, 8:43 AM
F additional use limitations, installation Instructions and product I Created by Independent Third Party: Yes
particulars.
15180.4 dSmooth / Wood Grain /White B'0 "Impact" Glazed Fiberglass Double Door with or without
J Wood Grain / Rustic / Mahogany "Impact' Sidelites - Outswing (XX or OXXO - Configurations) j
i Series N Fiberglass Door —11
II
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: )'as
Design Pressure: N/A
Other: See INST 15180.4 for Design Pressure Ratings, any
additional use limitations, installation-: Instructions and product
particulars.
Installation Instructions
FLIS180 R2 It_(bl Inst 15180.4.odf
Verified By: Lyndon F. Schmidt, P.E. 43409
Created by Independent Third Party: Yes
Evaluation Reports
FL15180 92 AE U Eval 151BD 4.p4f
Created by Independent Third Party: Yes
15i80.5 e. Smooth / Wood Grain / White
6'6 "Impact" Opaque Fiberglass Single Door with "Impact"
Wood Grain / Rustic / Mahogany
Sidelite(s) - Outswing (X, OX or XO, OXO Configurations)
Series N Fiberglass Door
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
FL15180 R2 1I (h) Inst 15180.5.o-f
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:
Evaluation Reports
Other: See INST 15180.5 for Design Pressure Ratings, any
n
FL15180 R2 AE (b) Eva[ 15180 5 odf
additional use limitations, installation instructions and product
Created by Independent Third Party: Yes
J
parnculars.
—_—_ ----_
15180.E J. Smooth / Wood Grain / White
6'8 "Impact" Opaque Fiberglass Double Door with or without
�.
R'ood Grain / Rustic / Mahogany
Series N Fiberglass Door
Impact" Sidelites - Outswing (XX or OXXO - Configurations)
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
FL15180 R2 II (b) Inst 15180 6.pdf
Approved for use outside HVHZ: Yes
Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: )'as
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: See INST i5180.6 for r)esign Pressure Ratings, any
EL151.E9_67_AE (b) Eval 15180.6.odf
additional use limitations, installation instructions and product
Created by Independent Third Party: Yes
particulars.
_
8'0 "Impact" Opaque Fiberglass Single Door with "Impact"
15180.7 : g Smoott: / Wood Grain / White
Wood Grain / Rustic / Mahogany
Sidelite(s) - Outswing (X, OX or XO, OXO Configurations)
. Se; -es N Fiberglass Door
Installation Instructions
Limits of Use
`
Approved for use in HVHZYes
Approved for use outside HVHZ: Yes
FL15180_g2_lj_(b) Inst 15180 7.odf
I Verified By: Lyndon F. Schmidt, P.E. 43409
I
Impact Resistant: Yes
Design Pressure: N,'a,
i Created by Independent Third Party: Yes
Evaluation Reports
Other: See INST 1'i L`10.7 for Design Pressure Ratings, any
FL151808.2 AE_(b) Eval 15180 7 odf
additional use limitations, :nstailation Instructions and product
Created by Independent Third Party: Yes
particulars.
8'0 "Impact" Opaque Fiberglass Double Door with or without
15 i60.8 h. `. rrooth / Wood Grain / White
'Wood Grain / Rustic / Mahogany
"Impact" Sidelites - Outswing (XX or OXXO - Configurations)
Series N Fiberglass Door
Limits of Use
Approved fur use in HVH2;: Yes
Approved for_use_v1ti:.:.irie HVHZ: Yes
Other: See INST 15180.0 for Design Pressure Ratings, any
additional use limitations, inistalla6on instructions and product
particulars.
Smooth / Wood Grain / White
Wood Grain / Rustic / Mahogany
Se. ies Ic Fiberglass Door
Limits of (Ise
Approved for use in HVHZ:: 7cs
15180.9 --
Installation Instructions
FL15 0_R2 U bins 151, 8.odf
Verified By: Lyndon F. Schmidt, P.E. 43409
Created by Independent Third Party: Yes
Evaluation Reports
.1F1 5180 R2AE (t) Eval 15180 8.od(
Created by Independent Third Party: Yes
6'8 "Impact" Opaque Fiberglass Single Door with "Non -
Impact" Sidelite(s) - Outswing (OX or XO, OXO
Installation Instructions
,FL15180 R2 �_(� Inst 15180.9.odf
https:llfloridabuilding.orglpr/pr_opp_dtl.aspx?param".!GEVXQw:DgsideHd6iePgHCLWJ4zwVnPvL3WjlliaHAaCZU6a6JPLkQ%3d%3d Page 3 of 4
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plastpro ZI
5200 W. CENTURY BLVD.
LOS ANGELES, CA 90045 x
.. is. o n
i Smooth / Wood .Grain / White Wood Grain GOOD
itUstic. / Mahb ,an. m a.
xX °
Series N i'ibftlass Door
ourswiNG. o=
7MPAcr..,
GENERAL NOTES
1, Th's product has been evaluated and Is In compliance vh a 61h Emotion )2017) I]orida Building -
Code (FBC) structural requirements including the"High Veloci -
2. Product anchors shall be as listed and spaced as shown on decals. Anchor embedment to base
material shall be beyond wa0 dressing or stucco.
3. When used in the "HVHP this product complies with Section 1626 of the Florida Building Cade and
does not requtre an Impact resistant covering. ...
4. When used in areas requiring wind home debris protection this product compiles with FBC Sections
1609.12 3, R301212 and does not requim an Impact resistant covering. This product meets missile
lave) °D" and includes Wind Zone 4 as defined hASTM E1996 and FBC Sections 1609.122 6
R301.2.1.2.1.
5. For2x stud framing construction, anchoring of these units shoo be the same as that shown for 2x
buck masonry construction.
6. Site conditions ihaf deviate from the details of this drawing require further engineering analysts by
a licensed engineer or reghtered architect. '
Outswing configurations meet water Infiltration requirements for"HVHZ".
IE OF CONTI:MS
SHEEr6
1
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Reldetab
2
3
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4
5
Hoi¢ontal a acs sociom
6
Vertical am sections
7
VerBcalcrossseclions
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9
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10
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11
Bin of materio6 and components
I51 S° MAX. OA. FRAME WIDTH--
372E MAX 74,0' MAX. FRAME WIDTN
FRAME WIDTH 1S' ,� ,
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DIMENSION
DIMENSION
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151.5" X 96.5'
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PVSTPRO INC
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o.cZent. ".pone ey: i
Lynaop P. Sehmlae �� `•�......
P.E. Np, a}a0s rysS;ONAj 1T" a``
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(/�/ P.O. DeK 230, VaIH<o, FL 33888
Phene Ne.: 81},839.919]
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PLA$TPRO INC
FIBERGLASS DOOR
Lyndon F. Schmmt••0�•�'O��`
43409
UPOATE TO BIN M.
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Phone No.: 813.659.9197
REVISION$
CONDUL•AM INC.
Q 2012
R.W.
BUILDING
FBPE C.A NG. 9813
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CONCREIEANCHOR NOTES:
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edge distance to mcdarJdnk
2. Cm=v anchorlocetiomnofedae MA ONC@ITIX•muefbecdmbtlIc
molntdo the min. edge drelonce to morforldnb, additional cono,ele anchors
maybe reaulmd to ensure Die'MAk ON CENTERR dimension cm not exceeded.
3. Conaefeanchortade:
ANCHOR
ANCHOR,
MIN -`MIN
CLEARANCE,
MIMCLEARANCE:
TYPESI;E:':
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IN.1TALUTION
NOTES:
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I. MdnldnammMum nffflegedfingof,l d.
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edge mdanoo fa rmdorJahm
Z Concrete anchor bcoRons cored as 'MAX ON CENIEPnear be adAefed W
mafntah Me mim edge octane to monorjvfnk addilbnaf concrete an
may be requked to onwv Me• MAN. ON C6N rdimerelon are not a eoded.
a Concrere ancho-race:
ANCHOR
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Astragal throw bolts Attach aslmgal throw bolt
at the threshold strike plate to frame
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96 ULTIMATE HURRi[ANEA5FRAGAL
BOLT RETAINERS
ALUMINUM ASTRAGAL
SLIDE BOLT ROD
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Aluminum Astragal Assembly
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BILL OF MATERIALS
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DfSCRIPRWI
MATERIAL
A
1X BUCK (SG >= 0.55)
WOOD
B
2X BUCK (SG >= 0.55)
WOOD -
C
1/4"MAX. SHIM SPACE
-
D
1/4"X2-3/4"ELCO OR ITW CONCRETE SCREW
STEEL
E
MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACT
301 OR HOLLOW BLOCK CONFORMING TO ASTM C90
CONCRETE
G
3/16"X3-1/4"PFH ITW CONCRETE SCREW
STEEL
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1/4"x3-1/4'PFH ELCO OR ITN CONCRETE SCREW
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I 1/4"X3-3/4' PFH ELCO OR ITW CONCRETE SCREW
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#9 X2-1/2"PFH WOOD SCREW
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STEEL
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FORCE 5 WEATHERSTRIP (ENDURA)
FOAM
8
COMPRESSION WEATHERSTRIP OLON 650 SCHLEGEL)
FOAM
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STEEL
10
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STEEL
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#9 X 3/4" PFH WOOD SCREW
STEEL
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WOOD
21
POLYF ERJ
COMP./VINYL
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24
STEEL
9
SWG OUTINTHRESHOLD(DLP
ALUM./WOOD
36
-EXTRUDED -ULTIMATE HURRICANEASTRAGAL" (ENDURA)
ALUMINUM
40
DOOR PANEL - SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS
-
60
SIDELRE PANEL- SEE SIDEUTE PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS
-
87
ASTRAGAL STRIKE PLATE
STEEL
88
2X REINFORCEMENT(CLEAR PINE: SG>=0.49)
WOOD
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FL-15180.8
Florida Building Code Online
12/30118, 1:10 PM
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USER: Pub
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is User
PiOau AAuomvaI Menu > PlennCl or Apolkabon Search > Aoolicatlon List > Application Detail
FL #
FL15210-R6
Application Type
Revision
Code Version _
2017
Application Status
Approved
Comments
Archived
Product Manufacturer Plastpro Inc. Nanya Plastics Corp.
Address/Phone/Email 520 TURY BLVD.
LOS ANGELES, CA 90045
(440) 969-9773 Ext 16
rickw@mbidgconsultants.com
Authorized Signature Vivian Wright
rickw@mbidgconsultants.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 Ron O'Connell
Address/Phone/Email 5200 W Century Blvd.
Los Angeles, CA 90045
(440) 969-9773 Ext 16
ronoconnell@plastpro.com
Category teri0r Doors
Subcategory Swinging Exterior Door Assemblie
SCANNED
BY
St. Lucie County
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed
the Evaluation Report
Florida License
Quality Assurance Entity
Quality Assurance Contract Expiration Date
Validated By
Certificate of Independence
Referenced Standard and Year (of Standard)
Lyndon F. Schmidt, P.E.
PE-43409
National Accreditation and Management Institute
12/31/2019
Ryan J. King, P.E.
'+ Validation Checklist - Hardcopy Received
FL15210 R6 COI (a) Certificate of Independence pdf
https://floridabuilding.org/pr/pr_app dti.aspx?param=wGEVXQWtDgv3yVVKJZIQRCFPqu8gbCgpaL%2fcMd8xBvDdrXKxpoHIdA%3d%3d Page 1 of G
Florida Building Code Online
12/30/18, 1:10 PM
11
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Summary of Products
Standard
ASTM D1929
ASTM.D2843
ASTM D635
ASTM D638
ASTM E1300
ASTM E84
ASTM G26
G 155
TAS 201, 202, 203
Florida Licensed Professional Engineer or Architect
FL15210 R6 Equiv Caj Equivalency of Standards odf
Method 1 Option D
08/13/2017
09/18/2017
09/20/2017
12/12/2017
Year
1996
1999
1998
2003
2004
2005
1995
2005
1994
FL # Model, Number or Name
115210.1 a. Smooth/Wood Grain/White Wood
Description
6'8 "Impact" Opaque Fiberglass Single Door
Grain/Rustic/Mahogany Series O
Inswing/Outswing (X - Configuration)
I
' Fiberglass Door
i Limits of Use
—•T^--+�^^'
Installation Instructions
Approved for use in HVHZ: Yes
FL15210 R6 II (b) Inst 15210 1 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 15210.1 for Design Pressure Ratings, any
FL15210_Raf AE (b) Eval 15210.1.pdf
additional use limitations, installation instructions and product
Created by Independent Third Party: Yes
particulars.
15210.2
b. Smooth/Wood Grain/White Wood
6'8 "Impact" Opaque Fiberglass Single Door with Sidelite or
Grain/Rustic/Mahogany Series O
Sidelites - Inswing/Outswing (OX or XO; OXO -
Door
Configurations)
___ _Fiberglass
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
FL15210 R6 II (b) Inst 1521Q.2.gof j
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 15210.2 for Design Pressure Ratings, any
FL15210 R6-AE_(b) Eval 15210.2 odf
additional use limitations, installation instructions and product
Created by Independent Third Party: Yes I
particulars.
15210.3 —�c. Smooth/Wood Grain/White Wood
Grain/Rustic/Mahogany Series O
6'8 "Impact" Opaque Fiberglass Double Door with or without
Sidelites - Inswing/Outswing (XX; OXXO - Configurations)
Fiberglass Door
l—
Limits of Use
Installation Instructions 1
Approved for use in HVHZ: Yes
FL15210 R6[)_(b Inst 15210 3 odf
Approved for use outside HVHZ: Yes
Verified By: Lyndon F. Schmidt, P.E. 43409 i
Impact Resistant: Yes
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: See INST 15210.3 for Design Pressure Ratings, any
FL15210 .66 AE_Lb) Eval 15210 3 pdf
I
https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZlQRCFPquBgbCgpaL%2fcMd8xBvDdrXKxpoHidA%3d%3d Page 2 of 5
plaster®
5200 W. CENTURY BLVD.
LOS ANGELES, CA 90045
Smooth / Wood Grain / White Wood Grain
Rustic / Mahogany
Series O Fiberglass Door
INSWING / OursW►NG
"IMPACT'
GENERALNOTES
I. This product has been evaluated and is In compliance with f Etlition (2017) Florida Buildin
Code (FBC( structural requirements including the'tiigh Yeloa um
2. Product anchors shall be as listed and spaced as shovm on details. Anchor embedment to base
material shah be beyond wall dressing or stucco.
3. When used in the "HVHT' Phis product complies with Section 1626 of the Florida Building Code and
does not require on Impact resistant covering.
4. When used in areas outside of the °HVHZ" requiring wind bome debris protection, this product
complies with FBC Sections 1609.1.2 & R301.2.1.2 and does not re We on Impact resistant coverin .
This product meets missile level'b" and includes Wind Zone as a line in TM 1 an C
Sections 1607.1.2.2 & R301.2.12.1.
5. For 2xstud construction, anchoring of these units shall be the some as that shown for 2xbuck masonry
construction.
6. Site conditions that deviate from the details of Ih8 drawing require further engineering analysis by a
licensed engineer or registered architect.
7. OuhwiOg configurations meet waterinfiitrafion requirements for"HVHT'. Allotherconfiguratlomdo
notmee the water lilt—aflon requirements or the HV antl mwt ba installed only to non -habitable
areas or of habitable locations protected by an overhang a canopy such that the angle between
the edae of canoav or overhang to sit Is less than 45 degrees.
TABLE OF CONTENTS
SHEET@
DESCRIPTION
SHEET@
DESCRIPTION
1
Typical Elevatians, Design Pressures & General Notes
7
Horizontal
& Vertical
Cross Sections (Direct to Mosonry
2
Door Panel Detals
8
3-point
lack details
3
Hodwrital & Vertical Cross Sections
t2X Buck
9
Int lock details
4
Horizontal
& Vertical Cross Sections
tI X Buck
10
Buck and frame anchoring
5
Horizontal
St Vertical Cross sections ixrectto
Masonry
11
Components
6
Vertical Cross Sections (TIveshol
B61 of materials
37.5MAX. OVERALL
FRAME WIDTH
Z 12
0
'o
� ra
x
ro
'
CONFIGF�SATION
:: MAX.
': FRAME , ^
tiIMEN51i7L+1 ::•
:.DESIGN PAESSURE(P$Fj
'
POSRNP
.NEGAi1VE ^,.
x
37.5" Is 82ff
+75.0
-75.0
See sheets 2 for hardwwe design pressure imitation
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FL-15210.1
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HINGE STILE (LVL)
EXTERIOR
2.W -
OA'
TERIOR
LATCH STILE (LVL)
T HORIZONTAL CROSS SECTION
2
wiDTH
D
U
O
i3 X SEE HARDWARETABLE
SEE HARDWARETABLE
DOiPANEL
pc
b.
CAP (PVC)
NARDWARETABIE -
MANUFACNRER
:.� _... _ �" MODEL °'..'
_:.,.. :.- .„, _..r
MAX. DESIGN `.
-.PRESSURE
KNOB: SIGNATURE SERIES
KWIKSE7
DEADBOLT: SIGNATURE SERIES(990)
±75
SCNLAGE
B: 'r SERIES( )
± 75
DEADBOLT:-B' SERIES (060/62)
PAMIX
(EVER: FL39SElUES
75±
DEADBOLT: FD7SERIFS
HOPPE
MULTIPOINTLOCK: HLS90W3-POINT TONGUE
t50
ENDURA
MULDPOINTLOCK: TRILENNIUM3000(0-M
+_75
See sheets 5 and 6 for multipoint lock detaTs.
�...... .. O'er w
(COMP.) ((\
INFERIOR E)M JOR
FOAM CORE
(POLYURETHANE- _..-
1.9 PCF MIN.) '
FIBERGLASS SKIN
(0.125-MIN.THK.)
BOTTOM RAIL'
(COMP.)W u
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----REVITWS PBPE CA No. 9813
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MASONRY
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CONCRETEANCHOR NOTES
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Maintain a minMum S/B'edge distance. 1'entltl5fanca. A 1'o.c sparing of
wootl suawx to prevent 1ha spFHing of wood.
HINGEDELAIL
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HINGEJAMS
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A
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WOOD
B
2X BUCK SG>=0.55
WOOD
C
I/4"MAX. SHIM SPACE
-
D
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STEEL
E
MASONRY -3.000 PSI MIN. CONCRETE CONFORMING TO ACI
301 OR HOLLOW BLOCK CONFORMING TO ASTM C90
CONCRETE
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