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FL # FL5259-R28
Application Type Revision SCANNED�rywi
Code cationVersion Approved
St udecounty
Application Status Approved
Comments
Archived ❑
Product Manufacturer POLYGLASS USA
Address/Phone/Email 1111 W. Newport Center Drive
Deerfield Beach, FL 33442
(954) 233-1330 Ext 242
malpert@polyglass.com
Authorized Signature Maury Alpert
malpert@polyglass.com
Technical Representative Maury Alpert
Address/Phone/Email lilt W. Newport Center Drive
Deerfield Beach, FL 33442
(912) 429-8610
MAlpert@polyglass.com
Quality Assurance Representative Arel Lender
Address/Phone/Email 1111 W. Newport Center Drive
Deerfield Beach, FL 33442
(954) 233-1230
ALender@polyglass.com
Category Roofing
Subcategory Underlayments
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 Robert Nleminen
the Evaluation Report
Florida License PE-59166
Quality Assurance Entity UL LLC
Quality Assurance Contract Expiration Date 09/13/2021
Validated By John W. Knezevlch, PE
R Validation Checklist - Hardcopy Received
Certificate of Independence FL5259 R28 COI 2018 01 COI NIEMINEN.Ddf
Referenced Standard and Year (of Standard) Standard Year
ASTM D1970 2015
ASTM D226 2009
ASTM D4798 2011
ASTM D6164 2011
ASTM D6222 2011
FM 4474 2011
FRSA/TRI April 2012 2012
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UL 1897
Page 2 of 2
2012
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 01/24/2018
Date Validated 01/29/2018
Date Pending FBC Approval 01/30/2018
Date Approved 04/10/2018
Summary of Products
FL #
Model, Number or Name
Description
5259.1
Polyglass Roof
Roofing underlayments
Underlayments
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL5259 R28 II 2018 01 FINAL ER POLYGLASS UNDERLAYMENTS FL5259-
R28.odf
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Verified By: Robert Nieminen PE-59166
Design Pressure: +N/A/-622.5
Created by Independent Third Party: Yes
Other: 1.) The design pressure In this
Evaluation Reports
application relates to one particular
FL5259 R28 AE 2018 01 FINAL ER POLYGLASS UNDERLAYMENTS FL5259-
R28.odf
underiayment system (over concrete deck)
for use under foam -on tile systems (where
Created by Independent Third Party: Yes
the underlayment forms part of the load -
path). Refer to ER Section 5.6.4 for other
systems, other deck types and associated
maximum design pressures. 2.) Refer to ER
Section 5 for other limits of use.
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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. Coovrloht 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
mall 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 ¢mall address If they have one. The
smalls provided may be used for cfncial communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address,
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t Professlona► Reglatlon
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Pmdutt Approval Menu > Produtt or Application Search
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SCANNED
FL #
FL20378-R1
Application Type
Revision By
Code Version
vl
2017 Stlucie County
Application Status
Approved �Jf
Comments
Archived
❑
Product Manufacturer
Extreme Metal Fabricators, LLC
Address/Phone/Email
2160 SW Poma Drive
Palm City, FL 34990
(772) 872-8034
fivalidation@yahoo.com
Authorized Signature
Richard McKuhen
flvaildation@yahoo.com
Technical Representative
Richard McKuhen
Address/Phone/Email
2160 SW Poma Drive
Palm City, FL 34990
(772)872-8034
rchard@emfab.net
Quality Assurance Representative
Address/Phone/Email
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.
0 Validation Checklist- Hardcopy Received
Certificate of Independence FL20376 RI COI FL 20378.1 NAILSTRIP 1.0 032 ALUM sss odf
Referenced Standard and Year (of Standard) Standard Year
TAS 125 2003
UL 1897 2012
UL 580 2006
Equivalence of Product Standards
Certlfied By
Sections from the Code
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I
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Summary of Products
Method 1 Option D
08/18/2017
12/18/2017
10/17/2017
12/19/2017
FL #
Model, Number or Name
Description
20378.1
01 - "1" Nallstrip"
0.032" Aluminum Standing Seam roof panel, 12" wide,
_
mechanically attached to 15/32" plywood or Wood Deck with
- -
fasteners.
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL20378 R1 II FL 20378 1 NAILSTRIP 1.0 .032
Approved for use outside HVHZ: Yes
ALUM sss.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 Limitations and
Evaluation Reports
Conditions of Use. Refer to manufacturer's installation
FL20378 RI AE FL 20378.1 NAILSTRIP 1.0 .032
ALUM sss.ndf
Instructions.
Created by Independent Third Party: Yes
2037 .2
0 - "1" Nailstr
26-gauge Steel Standing Seam roof panel, 16" wide,
- - - --
-- - - _
mechanically attached to 15/32" plywood or Wood Deck with
fasteners and adhesive.
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL20378 R1 II FL 20378.2 Extreme Metal Fabricators
26GA NAIL STRIP I.0.odf
Approved for use outside HVHZ: Yes
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 Limitations and
Evaluation Reports
Conditions of Use. Refer to manufacturer's Installation
FL20378 R1 AE FL 20378.2 Extreme Metal Fabricators
26GA NAIL STRIP 1.0.odf
instructions.
Created by Independent Third Party: Yes
20378.3
03 - "1.75 Snap Lock"
0.032" Aluminum Standing Seam roof panel, 18" wide,
mechanically attached to 15/32" plywood or Wood Deck with
panel clips and fasteners.
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL20378 R1 II FL 20378.3 SNAP LOCK ALUM 1.75-ssr.odf
Verified By: Locke Bowden, P.E. 49704
Approved for use outside HVHZ: Yes
Impact Resistant: No
Created by Independent Third Party: Yes
Design Pressure: +N/A/ -Table A
Evaluation Reports
Other: Refer to evaluation report for Limitations and
FL20378 RI AE FL 20378.3 SNAP LOCK ALUM 1.75-ssr.odf
Created by Independent Third Party: Yes
Conditions of Use. Refer to manufacturer's installation
Instructions.
20378.4
04 - "1.75" Snap Lock"
24-gauge Steel Standing Seam roof panel, 18" wide,
mechanically attached to 15132" plywood or Wood Deck with
panel clips and fasteners.
Limits of Use
Installation Instructions
Approved for use In HVHZ: No
FL20378 RI II FL 20378.4 1.75 SNAP LOCK 24GA-ssr.odF
Verified By: Locke Bowden, P.E. 49704
Approved for use outside HVHZ: Yes
Impact Resistant: No
Created by Independent Third Party: Yes
Design Pressure: +N/A/ -Table A
Evaluation Reports
Other: Refer to evaluation report for Limitations and
FL20378 RI AE FL 20378.4 1.75 SNAP LOCK 24GA-ssr.odf
Created by Independent Third Party: Yes
Conditions of Use. Refer to manufacturer's Installation
Instructions.
20378.5
05 - "Rib Panel"
29-gauge Steel exposed fastener roof panel, 36" wide,
mechanically attached to 15/32" plywood or Wood Deck with
fasteners.
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL20378 R1 II FL 20378.5 RIB 29GA ssr odf
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 Limitations and
FL20378 R1 AE FL 20378.5 RIB 29GA ssr.od
Conditions of Use. Refer to manufacturer's installation
Created by Independent Third Party: Yes
Instructions.
20378.6
06 - "5V Crimp"
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Page 3 of 4
26-gauge Steel exposed fastener roof panel, 24" wide,
mechanically attached to 15/32" Plywood or Woad Deck
w/fasteners.
Limits of Use
Installation Instructions
Approved for use In HVHZ: No
FL20378 R1 If FL 20378.6 5V Crimp sss odf
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 Method 1 and Method
2 fastening. Limitations and Conditions of Use. Refer to
FL20378 R1 AE FL 20378.6 5V Crimp sss odf
Created by Independent Third Party: Yes
manufacturer's Installation Instructions.
20378.7
07 - "1.5 Standing Seam"
24-gauge Steel Standing Seam roof panel,. 16" wide,
mechanically attached to 15/32" plywood or Wood Deck with
panel clips, fasteners and adhesive
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL20378 RI II FL 20378.7 JM STANDING SEAM ssr.odf
Verified By: Locke Bowden, P.E. 49704
Approved for use outside HVHZ: Yes
Impact Resistant: No
Created by Independent Third Party: Yes
Design Pressure: +N/A/ -Table A
Evaluation Reports
Other: Refer to evaluation report for Limitations and
FL20378 R3 AE FL 20378.7 JM STANDING SEAM ssr.pdf
Created by Independent Third Party: Yes
Conditions of Use. Refer to manufacturer's Installation
Instructions.
20378.8
08 - "Nordman Tile"
24-gauge Steel metal roof tile panel mechanically attached to
15/32" plywood or Wood Deck with fasteners
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL20378 RI II FL 20378.8 NORDMAN TILE 24GA ssr.odf
Verified By: Locke Bowden, P.E. 49704
Approved for use outside HVHZ: Yes
Impact Resistant: No
Created by Independent Third Party: Yes
Design Pressure: +N/A/ -Table A
Evaluation Reports
Other: Refer to evaluation report for Limitations and
FL20378 RI AE FL 20378.8 NORDMAN TILE 24GA ssr.odf
Created by Independent Third Party: Yes
Conditions of Use. Refer to manufacturer's Installation
Instructions.
20378.9
09 - "Nordman Tile"
24-gauge Steel metal roof the panel mechanically attached to
Steel Deck with fasteners
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL20378 R3 II FL 20378.9 Nordman Tile Details-ssr.odf
Verified By: James L. Buckner, P.E. @ CBUCK
Approved for use outside HVHZ: Yes
Impact Resistant: No
Engineering P.E. #31242
Design Pressure: +N/A/ -Table A
Created by Independent Third Party: Yes
Other: Refer to evaluation report for Limitations and
Evaluation Reports
Conditions of Use. Refer to manufacturer's Installation
FL20378 RS AE FL 20378.9 Nordman Tile Details-ssr.Ddf
Created by Independent Third Party: Yes
Instructors.
20378.10
30 - "Nordman Tile"
0.032" Aluminum metal roof tile panel mechanically attached
to 15/32" plywood or Wood Deck with fasteners.
Limits of Use
Installation Instructions
Approved for use In HVHZ: No
FL20378 R1 II FL 20378.10 NORD TILT .032 ALUM-ssr.Ddf
Verified By: Locke Bowden, P.E. 49704
Approved for use outside HVHZ: Yes
Impact Resistant: No
Created by Independent Third Party: Yes
Design Pressure: +N/A/ -Table A
Evaluation Reports
Other: Refer to evaluation report for Limitations and
FL20378 RS AE FL 20378.10 NORD TILT .032 ALUM-ssr.odf
Created by Independent Third Party: Yes
Conditions of Use. Refer to manufacturer's installation
instructions.
Back Nett
Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 650-487-1824
The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Flodda.:: Pdvow 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 Me once by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to section 455.275
(1), Florida statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The
appalls 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 Me 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
dick bB .
product Approvalwl �Acccce�pts:
I"=
Credit Card
Safe
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Palm City, FL 34990
Compliant with Florida Building Code 2017 (19h ed.) RECEIVED
Compliant with Florida Product Approval Rule # 61G20-3 AUG 0 y 90'9
Compliant: Keystone Certifications
sT. Lucie County, Permitting
Product: i" Nailstrip 26GA Steel Standing Seam Roof Panel FBC Sec. 1507.4.2
Yield strength: 40ksi: Attached to Wood Deck with screws.
16" Coverage
Corrosion Resistant Compliant: FBC Sec.1507.4.3
Fastener for Method 1 Attachment # 10 x 1" Pancake Head wood screw to penetrate
3/16" thru 15/32" min, plywood deck
Seam Adhesive: Bostik Chem Chalk 915, one component, polyurethane adhesive
along male flange the full length of panel.
Underlayment: To be compliant with FBC Sec. 2507
Slope: Shall be in compliance with FBC Sec.1507. 1.1
Install Details: Table Allowable Loads
METHOD ImaInfield
METHOD 2perimeter
DESIGN PRESSURE*
-69.25 PSF
-121.75 PSF
FASTENER SPACING -ALONG ROWS
6" O.C.
6" O.C.
FASTENERSIZE:
#10
#10
ADHEISIVE:
NOT REQUIRED
3/8" BEAD (refer to
install details)
Reference Data: HURRICANE TEST LABORATORY, L.L.C. #TST ID:1527
Report #:0223-0313-02 TAS125-03(uL 58o-o6luL i897-o4l)
Report#:0223-1015-06 TAS125-03(uc88o-o6luLi897o4l)
EQUIVALENCY. UL 1897-04 IS EQUIVALENT TO UL 1897-22 TEST STANDARD
Certificate of Independence:
Locke Bowden, P.E. does not have, not will acquire a financial interest `anyld6i
under this evaluation. C%I D �•
Locke Bowden, P.E. is not owned, operated, or controlled by any vr"any; `Marl
report.
* DESIGN PRESSURE MARGIN OF SAFETY 2:1
. STATE OF o'
b, ,FLOCVO�"" ?
or distributing products
�7
products under this
FL 20378.2 1.0 Nail Strip (26GA Steel), 16" Wide Roof Panel -Details
Limitations:
.1. Underlayment to be compliance with current Florida Building Code (FBC)2017 6t' ad..
2. Minimum slope to be compliant with Florida Building Code 2017 61h ed., 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 6"' ad., 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.
16"o_c
Wood Deck
integral Snap Lock
Seam Adhesive
Apply 31W bead Bostik Sealant
entire length of panel
along male flange
lox 1"
Pancake -Head Screw
rlonaa ntulaing lade Vnline
Page 1 of 3
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Florida
-`
Q, F': Product Approval
"rj— � USER: Public User
a=% m°
Product Approval Menu > Product or Aoollcaton
Search > Application Llet > Application Detail
FL #
FL10537-R3 SCAN`NED
Application Type
Revision B
,
Code Version
Application Status
2017 Y
Approved St. Lucie Connt ,
Comments
Archived
❑
Product Manufacturer
Therma-Tru Corporation
Address/Phone/Email
118 Industrial Drive
Edgerton, OH 43517
(419) 298-1740
rickw@mbldgconsultants.com
Authorized Signature
Rick Wright
rickw@mbldgconsultants.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
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 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
12/31/2021
Validated By
Ryan I. King, P.E.
J Validation Checklist - Hardcopy Received
Certificate of Independence
FL10537 R3 COI (a) Certificate of Indeoendence.odf
Referenced Standard and Year (of Standard)
Standard
Year
ASTM D1929
1996
ASTM D2843
1999
ASTM D635
2003
ASTM E1300
2004
ASTM E84
2000
ASTM G26
1995
TAS 201, 202, 203
1994
Equivalence of Product Standards
Certified By Florida Licensed Professional Engineer or Architect
FL10537 R3 EOUN (a) EDulvalency of Standards.odf
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Sections from the Code
Page 2 of 3
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Method 1 Option D
10/17/2017
10/17/2017
10/22/2017
12/12/2017
Bummary of Products
FL #
Model, Number or Name
Description
1a537.1
,a:. IberCiassic"',;S od[hStar"
6'8 "Impact" Opaque Fiberglass Single Door - (X) Inswing or
dassicCraKor,"ClassicCraft
Outswing Configuration
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
FL10537 R3 II (a) Inst 10537.1.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 10537.1 for Design Pressure Ratings by
FL10537 R3 AE (a) Eval 10537 1 odf
specific Model and for any other additional use limitations
Created by Independent Third Party: Yes
and Installation instructions.
10537.2
erClassic", "SmoothStar",
6'8 "Impact" Opaque Fiberglass Single Door with Sidelite -
cCraft" or "ClassicCraft
rRustic"
(OX or XO) Inswing or Outswing Configuration
Limits of Use
Installation Instructions
Approved for use In HVHZ: Yes
FL10537 R3 II (a) Inst 10537.2.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 10537.2 for Design Pressure Ratings by
FL10537 R3 AE (a) Eval 10537.2.1)df
specific Model and for any other additional use limitations
Created by Independent Third Party: Yes
and installation Instructions. (Note - ASTM E1300-98 utilized
for areas Inside the HVHZ)
10537.3
c. "FlberClassic", "SmoothStar",
6'8 "Impact" Opaque Fiberglass Single Door with Sidelites -
"ClassicCraft" or "ClassicCraft
(OXO) Inswing or Outswing Configuration
Rustic"
Limits of Use
Installation Instructions
Approved for use In HVHZ: Yes
FL10537 R3 II (a) Inst 10537 3 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 10537.3 for Design Pressure Ratings by
FL10537 R3 AE (a) Eval 10537.3.odf
specific Model and for any other additional use limitations
Created by Independent Third Party: Yes
and Installation Instructions. (Note - ASTM E1300-98 utilized
for areas Inside the HVHZ)
10537.4
d. "FlberClassic", "SmoothStar",
6'8 "Impact" Opaque Fiberglass Double Door - (XX) Inswing
"ClassicCraft" or "ClassicCraft
or Outswing Configuration
Rustic'
Limits of Use
Installation Instructions
Approved for use In HVHZ: Yes
FL10537 R3 II (a) Inst 10537.4 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 10537.4 for Design Pressure Ratings by
FL10537 R3 AE (a) Eval 10537 4.odf
specific Model and for any other additional use limitations
Created by Independent Third Party: Yes
and Installation instructions.
10537.5
e. "FiberClassic", "SmoothStar",
68 "Impact" Opaque Fiberglass Double Door with Sidelites
"ClassicCraft" or "ClassicCraft
-(OXXO) Inswing or Outswing Configuration
Rustic'
Limits of Use
Installation Instructions
Approved for use In HVHZ: Yes
FL10537 R3 II (a) Inst 10537.5 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 10537.5 for Design Pressure Ratings by
FL10537 R3 AE (a) Eval 10537 5 odf
specific Model and for any other additional use limitations
Created by Independent Third Party: Yes
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and Installation Instructions. (Note - ASTM E1300-98 utlllzed
for areas inside the HVHZ)
• Back Neat
Contact 115:: 2601 el Stone Road. Tallahassee FL 32399 phone: 850-487-1824
The State of Florida Is an AA/EEO employer. Copyright 2002-2013 State of Flodda :: privacy Statement :: Acesslbllity, 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 publlorecords request, do not send electronic
mall 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
emalis Provided! may be used for ofridal 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 bill
Product Approval Accepts:
Credit Card
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https://www.floridabuilding. org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtfYBJ2D/o2fM7I6BHP... 8/26/2019
THERMAITRU 0
THERMA TRU DOORS
SMOOTH STARE 1 ER=CLAS c
CLASSIC CRAFT & CLASSIC CRAFT RUSTIC
FIBERGLASS DOOR
INSWING / OUTSWING
"IMPACT'
GENERAL NOTES
I. This product has been evaluated and is 1n compliance with the 6th Milan (2017( Florida Buld'mg Code (FBC)
structural requirements including the'Tiigh Velocity Hurricane Zone° (HVHZ(.
2. Product anchors shall be as listed and spaced as shown on detoft. Anchor embedment to base material
shoo be beyond wall dressing or stucco.
3. When used in the "HVHT'thls product complies with Section 1626 of the Florida Building Code and does not
require an Impact resistant covering.
4. When used in areas requiring wind borne debris protection this product complies with FBC Sections 1609.1.2
& R301212 and does not require an impact resistant covering. This product meets missile level "D° and
Includes Wind Zone 4 as defined In ASTM El996 and FBC Sections 1609.122 & R3012121.
5. For Dc stud framing construction, anchoring of these units shall be the some as that shown for 2x buck
masonry construction.
6. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed
engineer or registered architect.
7. Outswing configurations using coastal sit Item #4 meet water infiltration requirements for11VHP.
S. inswing configurations and outswing configurations using threshold item #5 do not meet the water infiltration
requirements for the "HVHZ" and shall be Installed only in non -habitable areas or at habitable locations
protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sit is
less than 45 degrees.
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VERTICAL
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DATE
CROSS SECTIONS
Phone No.: 813.B59.9197
REYI$IONS
MFE CA No. 9813
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—III III' IIr MAX —�{I
Ior
TYP. D TYP. D
MASONRY MASONRY
OPENING OPENING
2X BUCK Y7(BUCK OO'
!2o LR
SUCKANCHORING BUCK ANCHORING
3 DP h 80 psi 80 <0P v 100 pit
s
A
3
3 CONCREWANCHOR NOTES:
$ 1. Concrete anchor locaflom of the cam03 may be adjusted to maintain the min.
edge distance to morfarjolnts.
2 Concrete anchoriocaHom noted as"MAX. ON C&Mrmust be adjusted to
maintain the min. edge distance to modarjoints, additional concrete anchors
may be required to ensure the MAX. ON CENTER"dimenston are not exceeded.
3. Concrete anchor table:
ANCHOR ANCHOR .MIN MIN CIFARANCE: MIN.CLEARANCE.
MPE SRE EMBEbMEM TOMASONRY i TOALIJACEM
Q EDGE ANCHOR
TAPCON /
4"
E ULTRACON
WOOD SCREW INSTALLA17ON NOTES:
I.Malntain o minimum 5/e°edge distance, 1"end distance, & 1'o.c. spacing of
g wood scram to prevent the splitting ot"od.
HINGEJAMS
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MASONRY
OPENING
JAMS
mama
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2X BUCKS
d o
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FRAMEANCHORING SIRIXEJAMB
Masonry 2X buck COnstNCllon
HINGE DETAIL
FL-10537.1 °o
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TYP. HEAD
& 8, JAMBS
MASONRY
OPENING
FRAME
HINGEJAMB FRAME ANCHORING
Masonry 1X buck constiUction
CONCRETEANCHOR NOTES.
1. Concrete anchorlocaltons; at the Comm Mayas 1dJwted t0 mGIntQ1n the min.
edge distance to mortarjoInts. Z Concrete anchor locations noted as "MAX ON CENTER" must be adjusted to
maintain the min. edge distance to mortarjoinfs, additional concrete anchors
may be required to ensure the "MAX. ON CENTER"dImenslon are not exceeded.
3. Concrete anchor table.
-Amcnok
ANW09
of
RANqIS,�
MIN jZW..
:MIN, CLEARANCE
IMUDIll
:OMASON
TAY:
JO, ADJACENT . -
X ANCHOR-
1TW
TAPCON®
1/4"
ITW
TAPCONO
3/16n
1-1/4"
W
EI WOOD SURtW FNNIALL HUN NLUM:
I. Maintain a minimum 5/8"edge distance. I- enclawance, & I"o.c. spacing of
wood screws to prevent the spFtffng of wood.
MIKEJAMS
LATCH& VEAVROLTDETAIL
HINGE DETAIL
BILL OF MATERIALS
FTEMI
DESCRIPTION
MATERIAL
ITEMI
DESCRIPTION
MATERIAL
A
IXBUCKSG2:OM
WOOD
30
CLASSIC CRAFT RUSTIC DOOR -SEE DOOR PANEL DETNLSHEET FOR DETAILS
-
B
2X BUCK SG20S5
WOOD
31
DOOR SKIN 0.095'THK. CC RUSTIC =6A00 PSI MIN.
FIBERGLASS
C
MAXI/4"SHN SPACE
-
32
TOP RAIL CLASSIC CRAFT RUSTICI
WOOD
D
1/4'X23/4'ELCO OR OW CONCRETE SCREW
STEEL-
33
LOCK S, HINGE STILE ICLASSIC CRAFT RUSTIC
WOODAVL
E
MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI
301 OR HOLLOW BLOCK CONFORMING TO ASTM C90
CONCRETE
BOTTOM RAIL CLASSIC CRAFT RUSTIC
COMP.
35
PANEL REINFORCEMENT 0.023'THK CLASSIC CRAFT RUSTIC
STEEL
G
3/16'X3-1/4'ITW CONCRETE SCREW
STEEL
36
FOAM CORE
POLYUREFHANE
H
1/4"X3-1/4' ITW CONCRETE SCREW
STEEL
40
SMOOTH STAR DOOR- SEE DOOR PANEL DETAIL SHEET FOR DETAILS
-
J
1/4"X33/S TW CONCRETE SCREW
STEEL
41
DOOR SKIN 0.065THK. SMOOTH STAR =6,000 PSI MIN.
FIBERGLASS
L
010X2-1/T PFH WOOD SCREW 1.1SMIN. EMBEDMENT
STEEL
42
TOP RAIL SMOOTH STAR
COMP.
1
INSWING ADIUSTABLETHRFSHOLD PS300A1
ALUM./WOOD
43
LOCK STILE SMOOTH STAR
WOOD/LVL
2
INSWING THRESHOLD(IS300HP5(
ALUM./COMP.
44
HINGE STILE SMOOTH STAR
WOOD
3
INSWING
SELF ADJUST
THERMAL BREAK THRESHOLD SP30M
ALUM./COMP.
45
BOTTOM RAIL SMOOTH STAR
COMP.
4
OUTSWINGCOASTALTHRFSHOLD
ALUM/WOOD
46
PANEL REINFORCEMENT 0.023THK. SMOOTH STAR
STEEL
5
OUTSWING STANDARD THRESHOLD
ALUM./WOOD
47
FOAM CORE
POLYURETHANE
6
INSWING THRESHOLD
ALUM./COMP.
50
CLASSIC CRAFT DOOR- SEE DOOR PANEL DETAIL SHEET FOR DETAILS
7
DOOR BOTTOM SWEEP
'ANYL
51
DOOR SKIN 0.095THK (CLASSIC CRAFT) F =6=0 PSI MIN.
FIBERGLASS
B
JAMB PIN SG>=0.42 SMOOTH STAR, FIBER CLASSIC
WOOD
52
TOP RAIL CLASSIC CRAMCOMP.
9
JAMB OAK SG>=0.67 CLASSIC CRAFT &CC RUSTIC
WOOD
53
LOCKSTILE CLASSICCRA
WOODAVL
10
WEATHERSTRIP
FOAM
54
HINGE STILE CLASSIC CRAFT
WOODAVL
11
HINGE
STEEL
55
BOTTOM RAIL ICLASSIC CRAFO
COMP.
12
#IOX3/1VPFH SCREW
STEEL
56
PANEL REINFORCEMENT 0.023"THK. (CLASSIC CRAM
STEEL
13
#9 X 3' PFH WOOD SCREW
STEEL
57
FOAM CORE
POLYURETHANE
14
LATCH STRIKE PLATE
STEEL
60
FIBER CLASSIC DOOR -SEE DOOR PANEL DETAIL SHEET FOR DETAILS
-
15
SECURITY STRIKE PLATE
STEEL
61
DOOR SKIN 0.065' THK FIBER CLASSIC = 6,000 PSI MIN.
FIBERGLASS
16
#8 X 2-1/2' PFH SCREW
STEEL
62
TOP RAIL FIBER CLASSIC
COMP,
17
#8X3/4'PFHSCRIW
STEEL
63
LOCKSTILE FIBER CLASSIC
WOOD/LVL
18
KWIKSEF PASSAGE LOCK -SIGNATURE SERIES
STEEL
64
HINGE STILE FIBER CLASSIC
WOOD
19
KWIKSET DEADBOLT- SIGNATURE SERIES 980
STEEL
65
BOTTOM RAIL FIBER CLASSIC
COMP.
66
PANEL REINFORCEMENT 0.023THK.FIBER CLASSIC
SFEEI..
67
FOAM CORE
POLYURETHANE
��A _
R _�:.—
0
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�THRESNOLD
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SBT�
THRESHOLD
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