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FL #
FL18355-R4
Application Type
Revision
Code Version
2017
Application Status
Approved
Comments
Archived
❑
Product Manufacturer
TAMKO Building Products, Inc.
Address/Phone/Email
PO Box 1404
Joplin, MO 64802
(417) 624-6644 Ext 2305
kern eden@tamko.com
Authorized Signature Kerd Eden
kerri_eden@tamko.com
Technical Representative Kern Eden
Address/Phone/Email PO Box 1404
Joplin, MO 64802
(417) 624-6644 Ext 2305
kern eden @ to m ko. com
Quality Assurance Representative
Address/Phone/Email
Category Roofing
Subcategory Asphalt Shingles
"14
ppOq,Voss IDN9" [oF'TACTDDP0.
Mal
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 Zachary R. Priest
Evaluation Report
Florida License PE-74021
Quality Assurance Entity UL LLC
Quality Assurance Contact Expiration Date 10/18/2021
Validated By Locke Bowden P.E.
Certificate of Independence
R Validation Checklist - Hardcopy Received
FL18355 R4 COI TSP15001 4 2017 FBC Eval Renort 5hingleS fir al.pdf
Referenced Standard and Year (of Standard) Standard
ASTM D 3161
ASTM D 3462
ASTMD D 7158
TAS 100
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method
Year
2016
2010
2011
1995
Approved Testing Lab
FL18355 R4 Equiv UL letter for Standards fror FBC 2017 41
kr-CEIVED
JAN 2 3 2019
Method 1 Option D
ST. Lucie County, Permitting
htlps.,//noridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquvosrHazGXQW83MPT3uofKzDIM2XugwuWmY6PQIJlukQp/D3d%3d 1/2
1/3/2019 Florida Building Code Online
Date Submitted 09/25/2017
Date Validated 09/27/2017
Date Pending FBC Approval 10/08/2017
Date Approved 12/12/2017
Summary of Products
FL #
Model, Number or Name
Description
18355.1
Glass -Sea[, Elite Glass -Seal,
ASTM D 3462 asphalt shingles and hip and ridge shingles
Heritage, Heritage Premium,
Heritage Woodgate, Heritage
Vintage, Hip and Ridge, and Vintage
Hip and Ridge Shingles
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
FL38355 R4 II TBP15001 4 2017 FBC Eval Ren= Shingles
final.p_df
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Verified By: Zachary R. Priest PE-74021
Design Pressure: N/A
Created by Independent Third Party: Yes
Other: See evaluation report for limits of use.
Evaluation Reports
FL38355 R4 AE TBP15001 4 2017 FBC Eva] Report hingles
fingLp31
Created by Independent Third Party: Yes
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Contact Us :: 2601 Blair Stone over, Tallahassee FL 32399 Phone: 850<87-1824
The State of Florida is an A4/EEO employer. $'geylight 2007-2013 State of Ronde.:: Prtva&y Statement:: Accessibility Statement:: Refund Stammer,
Flonda 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
his entity. Instead, contact Me office by phone or by traditional mail. If you have any quest ors, please contact 850.487.1395.'Pumuant to Section 455.275(1),
51catutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails
d may be used far official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please
the Department with an email address which can be made available to Die public. To determine if you are a licensee under Chapter 455, F.S., please click here.
product Approval Accepts:
IF] 9� ®®NMI
-• r
SCCURYr'AIETri1CS'
htips•J/Floridabuildinq.orq/pr/pr app. dtl.aspz?param-vGEVXQwtDquvosrHazGXQW83MPT3uofKzDIM2Xu9wuWmY6PQIJlukQ%3dp/3d 212
1.3/2019 Florida Building Code Online
OF 4 a7q�
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Product Approval Menu > Product 0
FL #
Application Type
Code Version
Application Status
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
FILE CO PV
> ApyOcation Lisf > Application Detail
FL16048-R6
Revision
2017
Approved
[:.
TH-Built Materials Group, LLC
PO Box 70
Rutherford, N3 07070
(800) 516-1485
dav-td.miz@trib.ulltmg.com
David Ruiz
david.miz@tribuiltmg.com
David Ruiz
250 Route 17 North
East Rutherford, NJ 07073
(201) 842-2449
david.ruiz@tribuiltmateriaisgmup.com
Roofing
Underlayments
SC Nkeo
at. Lucie County
Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
0 Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed the Robert Nieminen
Evaluation Report
Florida License PE-59166
Quality Assurance Entity UL LLC
Quality Assurance Contract Expiation Date 07/18/2020
Validated By John W. Knezevlch, PE
R Validation Checklist - Hardcopy Received
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Sections from the Code
I:S[SrLf±L';IrP]idr3tiLl yi�ii7>f-r1[.TdGT�i1SEI1
Standard
ASTM D1970
ASTM G155
FM 4474
FRSA/TRI April 2012 (04-12)
UL 1897
JAN 2 3 ',919
--- Lua=Permi(ting
Vear
2015
2005
2011
2012
2012
Product Approval Method
Method 1 Option D
hUps://floridabuilding.org/pr/pr_app_dtl.aspx7param=wGEVXQwtDgtFPmdYNDWrwipmtAnR8MFYHTk4FLCxcgVtRhfvMw%3d%3d 1/2
1/3/2019 Florida Building Code Online
Date Submitted 09/25/2017
Date Validated 10/01/2017
Date Pending FBC Approval 10/03/2017
Date Approved 12/12/2017
Summary of Products
FL #
Model, Number or Name
Description
16048.1
TRI-BUILT Roof Underlayments
Self -adhering, modified bitumen roof undedayments
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL16048 R6 II 2017 09 FINAL ER TRI-
Approved for use outside HVHZ: Yes
BUILT UNDERLAYMENTS FLI(5048-R6.pdf
Impact Resistant: N/A
Verified By: Robert Nieminen PE-59166
Design Pressure: +N/A/-150
Created by Independent Third Party: Yes
Other: 1.) The design pressure noted herein pertains to use of
Evaluation Reports
foam -on tile systems overtop the self -adhering underlayment
FL16048 R6 AE 2017 09 FINAL ER TRI-
for one particular application. See ER Section 5.6.4 for details.
BUILT UNDERLAYMENTS 1=1_16048-116 ppff
2.).Refer .to ER Section 5 for other Limits of Use.
Created by Independent Third Party: Yes
Back Next
Contact Us :: 26f11 Blair Slone 0.oatl TallaM1aesee FL 32399 Phone: 850-487-1824
The State of Florida is an WHO employe. Ccpyyht 2007-2013 State of aodda :: Pnvacy Statement:: Accessibility Statement :: Refund Statement
Under Ronda law, email addresses are public records. Ifyou do not wantyou mail address released in response to a public -records request, do not send electronic
mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. •Pursuant to Section 455.275(1),
nodda Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if May have one. The smalls
provided may be used for official communication with the licensee. However email addresses are public recant. If you do not wish to supply a personal address, please
provide the Department with an email address which can be made avallable to Me public. To determine if you are a licensee under Chapter 455, 6S., please click here .
Product Approval Accepts:
M
SeCuri[}', IkTRLeb''
hftps://floridabuildinci.oraPor/Dr sort dtl.asox?Daram-r GEVXOwtDatFPmdYiNDWnviomtAnR8iv9FiYHTk4FLCxmVtRhfvMw%3d%3d 212
1113/2019
Florida Building Code Online
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20468
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tatu
FL10468-R3
Revision
Therma-Tru Corporation
Ryan J. King, P.E.
Approved
History
Category: Exterior Doors
(813) 767-6555
Subcategory: Swinging Exterior Door Assemblies
•Appmved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission It necessary.
Contact Us :: 2601 Blair Stone Road. Tallebassee RL32399 Phone: 850487-1824
The State of Florida Is an A VEEO employer. SgRydOht Zoo?-2013 State of Fladda.:: privacy Statement :: ArressTbIlTo, 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.5. must provide Me Department with an email address if Nay have one. The smalls
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 small address which con be made available to the public. To determine If you are a licensee under Chapter 455, SS., please click here .
Product Approval Accepts:
000E90
Credit Card
Safe
RECEIVED
JAN g j'9
ST. Lucie County, Permitting
hftps:llfloridabuilding.org/prlpr�_appjst.aspx 1/1
rraaucc
Category
Sub Category
Manufacturer
Product Name
Swinging
Therma Tru Corporation
Fiber -Classic and Smooth-Star
Exterior
Exterior Door
118 Industrial Drive
Composite Edge Opaque Fiberglass Single Door wl Sidelites
Doors
Assemblies
Edgerton, OH 43517
InswinglOutswing
Phone 419.298.1740
"Impact"
Scope: This is.a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. for Thenna Tru Corporation
based on Rule Chapter No. 61G20-3, Method 1 D of the State of Florida Product Approval, Department of Business & Professional
Regulation.
RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or
distributing the product or in any other entity involved in the approval process of the product named herein.
Limitations:
1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code (FBC) structural requirements excluding
the "High VelocityHurricane Zone" (HVHZ).
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-20468.2 require further engineering analysis by a licensed engineer or registered
architect
6. Fiber -Classic & Smooth -Star Door and Sidelite panels require the use of "J" part numbers and must be stained or painted within six months of
installation
7. See drawing FL-20468.2 for size and design pressure limitations.
Supporting Documents:
1. Test ReportNo.
Test Standard
Testina Laboratory
Signed by
TEL 01460274
ASTM. E1886-05, 1996-05 & ASTM E330-02, E331-00
Testing Evaluation Lab.,lnc.
V.K. Wright
TEL 01460145
ASTM E1886-02.1996-02 &ASTM E330-02, E331-00
Testing Evaluation Lab.,lnc.
V.K. Wright
TEL 01460131
ASTM El886.02, 1996-02 & ASTM E330-02, E331-00
Testing Evaluation Lab.,lnc.
V.K. Wright
TEL'01461612
ASTM E1886-05, 1996-09 & ASTM E330-02, E331-00
Testing Evaluation Lab.,lnc.
V.K. Wright
2. Miami Dade NOA
Materials Testing
16-1117.01
Butacitem PVB Interlayer (Kuraray)
17-0712.05
Saflex® PVB Interlayer (Eastman Chemical Company)
3. Drawing No.
Prepared by
Signed & Sealed by
No. FL-20468.2
RW Building Consultants, Inc.(CA#9813)
il"If Lyndon F. Schmidt, P.E.
4. Calculations
Prepared by
o®a°p0°®SCFp o
e0 \. �":%, 0, Signed &.Sealed by
Anchoring
RW Building Consultants, Inc. (CA #9813)
e% ..-*%GENS °p�yndon F. Schmidt, P.E.
�r-.'•.••
5. Quality Assurance
a
v No 43409
s * ••e
Certificate of Participation
issued by National Accreditation and Management
Institute, certifying that Tfierrna Tru Corporation is manufacturing products within a
a it e
quality assurance program that complies with ISOIIEC 17020 and Guide 53.
Ot• STATE OF W
ie T ;C P;• eo
610 S C� 0, Lyndon F. Schmidt, P.E.
y
�asse18���1FL PE No. 43409
rracoanoee
12114/2017
Sheet 1 of 1
THERMAITRUe
DOORS
Fiber -Classic. & Smooth -Star.
COMPOSITE EDGE
OPAQUE FIBERGLASS SINGLE DOOR
w/ SIDELITE(S)
INSWING/OUTSWING
GE14MI.NGTIS "IMPACT'
I, mh padud has Dean evaAwted andhh m pupmev#, Me 6M won l20171
Fbdda ButdM Cade IFSCI sfmch¢almgdremenh e¢WdM Ma111gh Vebdly
Hua eIOre'IIWIQI.
2 Fmdud pnchca sho9 Dens hRdaMspvtetl mslwxn on delas. Anchor
embedment b Oase mdedd sfa9 be beyond wall tlresshga A,...
3. When used h meos requrrg w4W b debts pmledbn DID pmMdcompbes with
FSCSedbm I609.1.26 R30121Sard does notrequ anhXad ant coyDIN
TItls product mesh mhdb Wvd W a hdudel WUd Zone 4 as defin¢dh A91M
El996 and FBC Sedbm 1609.1=& Rdm MIa1.
4. FahsNdhmnhgcomlmdion. wchaingot Mese uNh sMO bethesamemMot
d F0rbtD kRY WmrSYII m
S. Site wridtom Md deflate lmin the defaSs of in oyowing re *E, WW
englne¢1hg analyvs by a Ocerged engineer w redstered al W lecl.
6. FIDer{Iris &S.1h5Mrgom a W.R. parels requve the ... ffpa.".
.wmust ba ddned or panted wft s4 r."d Wkllolbn.
LUIF Of CONIFNIS
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DESIGN PRESSURE(PSI)
DESIGN PRESSURE(PSN
CONFIGURATION
INSWING
OMMNG
POSITIVE
NEGATIVE
POSRNE
NEGATIVE
xo, ox, oxo
+50.0
-50.0
+50.0
-40.0
See Sheet 4 for Hardware SpeeNldations
5
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1/3/2019 Florida Building Code Online
QuMness : Pr6fessional,a E
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Pmdud Aqproval Menu > Product or Aopliration Searcn > AOJ+I'¢ation List > Application Detail
FL # FL15353-R3
Application Type Revision �cgNNED
Code Version 2017 ��11AA �`
Application Status Approved V(, RUC%A
Comments �V�y
Archived ❑
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Emall
• Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
MI Windows and Doors
650 West Market Street
Gratz, PA 17030
(717)365-3300 Ext 2560
bsitlinger@miwd.com
Brent Sitlinger
bsitlinger@miwd.com
Windows
Mullions
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 Luis R Lomas, PE
Evaluation Report
Florida License
PE-62514
Quality Assurance Entity
National Accreditation and Management Institute
Quality Assurance Contract Expiration Date
12/31/2019
Validated By
Steven M. Urich, PE
R Validation Checklist - Hardcopy Received
Certificate of Independence
FL15353 R3 COI RCOLpiIF
Referenced Standard and Year (of Standard) Standard
AAMA 450
Equivalence of Product Standards
Certified By
Sections from the Code
Year
2010
Product Approval Method Method 1 Option D JAN 2 3 : _119
Date Submitted 10/16/2017 T. Lucie County, permitting
Date Validated 10/23/2017
Date Pending FBC Approval 10/26/2017
Date Approved 12/12/2017
Summary of Products
hfps:/Igoridabuilding.org/prlpr app_dtl.aspx?param=wGEVXQwtDgtH8572gvdWISXmuhnEtBQs8TPfy5iOGhEwdHrixFT5Q%3d%3d 1/3
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Florida Building Code Online
FL #
Model, Number or Name
Description
15353.1
15764
Horizontal Aluminum Mullion
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL15353 R3 II 08-014488.pdf
Approved for use outside HVHZ: Yes
Verified By: Luis R Lomas, PE PE-62514
Impact Resistant: Yes
Created by Independent Third Party: Yes
Design Pressure: N/A _ _
Evaluation Reports
Other: Max single window size: 52-1/8"z 84". Max mullion
FL15353 R3 AE 512072B.pdf
span: 104-1/4".
Created by Independent Third Party: Yes
15353.2
5764
Vertical Aluminum Mullion
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL15353 R3 II 08-01439B.pdf
Approved for use outside HVHZ: Yes
Verified By: Luis R Lomas, PE PE-62514
Impact Resistant: Yes
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: Max single window size: 52-1/8" x 84". Max mullion
FL15353 R3 AE 512063E pdf
span: 83"
Created by Independent Third Parry: Yes
15353.3
5765
Horizontal Aluminum Mullion
Limits of Use
Installation Instructions
Approved for use In HVHZ: No
FL15353 R3 II 08-01449B.Pdf
Approved for use outside HVHZ: Yes
Verified By: Luis R Lamas, PE PE-62514
Impact Resistant: Yes
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: Max single window size: 52-1/8" x 84". Max mullion
FL15353 R3 AE 512073B.pdf
span: 156-3/8"
Created by Independent Third Party: Yes
15353.4
5765
Vertical Aluminum Mullion
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL15353 R3 II 08-01440B.pdf
Approved for use outside HVHZ: Yes
Verified By: Luis R Lomas, PE PE-62514
Impact Resistant: Yes
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: Max single window size: 52-1/8" x 84". Max mullion
FL15353 R3 AE 512064B.pgf
span: 83".
Created by Independent Third Party: Yes
15353.5
CM-18514
Vertical Aluminum Mullion
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL15353 R3 II 08-014426 p4
Approved for use outside HVHZ: Yes
Verified By: Luis R Lomas, PE PE-62514
Impact Resistant: Yes
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: Max single window size: 52-1/8" x 84". Max mullion
FL15353 R3 AE 512066B.pdf
length - 83".
Created by Independent Third Party: Yes
15353.6
CM-18520
Horizontal Aluminum Mullion
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL15353 R3 II 08-014516 gi f
Approved for use outside HVHZ: Yes
Verified By: Luis R Lomas, PEPE-62514
Impact Resistant: Yes
Created by Independent Third Parry: Yes
Design Pressure: N/A
Evaluation Reports
Other: Max single window size - 52-1/8" x 84". Max mullion
FL35353 R3 AE 512075B.p4
span - 156-3/8"
Created by Independent Third Party: Yes
15353.7
CM-18523
Horizontal Aluminum Mullion
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL15353 R3 II 08-01452B pAf
Approved for use outside HVHZ: Yes
Verified By: Luis R Lomas, PE PE-62514
Impact Resistant: Yes
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: Max single window size - 52-1/8" x 84". Max mullion
FL35353 R3 AE 512076B.pdf
span - 104-1/4".
Created by Independent Third Parry: Yes
15353.8
CM-18531
Vertical Aluminum Mullion
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL15352 R3 II 08-01443B.pdf
Approved for use outside HVHZ: Yes
Verified By: Luis R Lomas, PE PE-62514
Impact Resistant: Yes
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: Max single window size: 52-1/8" x 84". Max mullion
FL15353 R3 AE 512067B.gdf
span - 83"
Created by Independent Third Party: Yes
15353.9
CM-18532
Horizontal Aluminum Mullion
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL15353 R3 It 08-014538 pIL
Approved for use outside HVHZ: Yes
Verified By: Luis R Lomas, PE PE-62514
Impact Resistant: Yes
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: Max single window size - 52-1/8" x 84". Max mullion
FL15353 R3 AE 512077B pdF
span - 156-3/8"
Created by Independent Third Party: Yes
15353.10
CM-18533
Vertical Aluminum Mullion
htips://floridabuilding.org/pr/pr_app_dtl.aspx?param-< GEVXQwtDgtH8572gvdWISXauhnElBQs8TPy5iOGhEwdHrIxFT5Q%3d%3d 2/3
1/3/2019
Florida Building Code Online
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL15353 R3 iI 08-014448 pdf
Approved for use outside HVHZ: Yes
Verified By: Luis R Lomas, PE PE-62514
Impact Resistant: Yes
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: Max single window size: 52-1/8" x 84". Max mullion
FL15353 R3 AE 512068B.p4
span: 83"
Created by Independent Third Party: Yes
15353.11
CM-18534
Horizontal Aluminum Mullion
Limits of Use
Installation Instructions
Approved for use In HVHZ: No
FL15353 R3 It 08-014548.pdf
Approved for use outside HVHZ: Yes
Verified By: Luis R Lomas, PE PE-62514
Impact Resistant: Yes
Created by Independent Third Parry: Yes
Design Pressure: N/A
Evaluation Reports
Other: Max single window size: 52-1/8" x 84". Max mullion
FL15353 93 AE 512078B.pdf
span: 156-3/8".
Created by Independent Third Party: Yes
Back Nest
Contact Us :: 2601 Blair Stone Road. Ti llahassee R 32399 Phone: 850-487-1824
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resses are publlc records. If you do not want your a -mail address m
nuct the office by phone or by tratlitional mall. If you have any qua
Ober 1, 2012, licensees licensed under Chapter ass, F.S. must pmvi
cial communication with the licensee. However email addresses, are
an email address which can be made available to the public. To deta
product Approval AccePls:
555-1 W--Ij rimq ¢hY RE
•a r
securitymicvrtic '
in response to a public -records request, do not send electronic
please mntact 850.487.1395.'Pursuant to Section 455.275(1),
Department with an email address if they have one. The emails
record. If you do not wish to supply a personal address, please
I you are a licensee under Chapter 455, F.S., please dick bELi.
https:llfioridabuilding.org/pr/pr_app_dg.aspx?param=wGEVXQwtDgtHB572gvdWISXmuhnEtBQsBTPfv5iOGhEwdHrixFT5Q°%3d%3d 3/3
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Pm�o val Menu> pmduct or Application Search > APSIiS ion List> Applieatl0n Oxtail
FL#
FL17499-R4 ft/ SCA
Application Type
Code Version
Application Status
Revision
2017
Approved St, L(/Cie C ®
-Approved by DBPR-. Approvals by DBPR shall be re gi6I't&)fid ratified by
the POC and/or the Commission if necessary.
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
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
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
C
M1 Windows and Doors
650 West Market Street
Gratz, PA 17030
(717) 365-3300 Ext 2560
bsitlinger@miwd.cem
Brent Sitlinger
bsitlinger@miwd.com
Windows
Single Hung
Certification Mark or Listing
American Architectural Manufacturers Association
Steven M. Urich, PE
9 Validation Checklist - Hardcopy Received
Standard
AAMA 506
AAMA/WDMA/CSA 101/I.S.2/A440
AAMA/WDMA/CSA 101/I.S.2/A440
Year
2011
2008
2011
RCCEVED
Method 1 Option A �1
09/25/2018 JAN 3 U;J
09/25/2018
ST. Lucie County, Permitting
10/02/2018
FL # Model, Number or Name Description
17499.1 185 SH 36x84 Fn/Flange Frame IG/SG Impact Single Hung
hftps:llfloridabuilding.org/prlpr app_dtl.aspx?param-wGEVXQwtDgtCUGgvjQiz6BPhSOG°/p2f386zgy2ei*/p2blDRnWXEhsltEWyuQ%3d%3d 1/3
1/3/2019
Florida Building Code Online
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: No
FL17499 R4 C CAC APC (1327) 1 H (101723)_pdf
FL17499 R4 C CAC APC (131LL 9) 185 SH (101723)_pdf
Approved for use outside HVHZ: Yes
FL17499 R4 C CAC APC (101723)_pdf
Impact Resistant: Yes
Design Pressure: +55/-55
FL17499 R4 C CAC APC (132922) 1�(10�).pdf
Other: R-PG55-, Missile Level D, Wind Zone 3. Glass to be
Quality Assurance Contract Expiration Date
bedded in PeCDM 896 sealant.
10/17/2023
Installation Instructions
_FL17499 R4 II 08-02545B.pdf__
Verifed By: Luis R Lomas PE-62514
Created by Independent Third Party: Yes
Evaluation Reports
FL17499 R4 AE 5133216-3.pdf
Created by Independent Third Parry: Yes
17499.2
185 SH
52x72 Fin/Flange Frame IG/SG Single Hung Laminated Glass
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: No
FL17499 R4 C CAC APC (13269) 185 SH (100823)_pdf
Approved for use outside HVHZ: Yes
FL17492 R4 C CAC APC (131LL 0) 185 SH (100823)_pdf
Impact. Resistant:. No
FL17499 R4 C CAC APC (13271) 185 SH (3Q-Q§3j)�p_dj.
Design Pressure: +60/-60
FL17499 R4 C CAC APC (13361) 185 SH (100823)_pjf
Other: R-PG60
Quality Assurance Contract Expiration Date
10/08/2023
Installation Instructions
FL17499 R4 II 08-02549B.P-O-f
Verified By: Luis R Lomas PE-62514
Created by Independent Third Party: Yes
Evaluation Reports
FL17499 R4 AE 513327E-4.pdf
Created by Independent Third Party: Yes
17499.3
185 SH
36x84 Fin/Flange Fame IG/SG Single Hung Laminated Glass
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: No
FL17499 R4 C CAC APC (13272) 85 SH 1 172 )_Pdf
Approved for use outside HVHZ: Yes
FL17499 R4 C CAC APC (1 273) 185 5H (101723)_pdf
Impact Resistant: No
FL17499 R4 C CAC APC ( 3� 774)LQ5 SH (LQIZ23),Pdf
Design Pressure: +60/-60
FL17499 R4 C CAC APC (13363) 185 SH 30 )_pdf
Other: R-PG60-
Quality Assurance Contract Expiration Date
10/17/2023
Installation Instructions
FL17499 R4 11 08-02550B.g-f
Verified By: Luis R Lomas PE-62514
Created by Independent Third Parry: Yes
Evaluation Reports
FL17499 R4 AE 513328E-5.pdf
Created by Independent Third Party: Yes
17499.4
185 SH
36x71 Fin, Finless, Flange Frame IG Single Hung
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: No
FL17499 R4 C CAC APC H0462.01-109-47-RO 185 SH
(042522)_pdf
Approved for use outside HVHZ: Yes
Impact Resistant: No
Quality Assurance Contract Expiration Date
Design Pressure: +60/-67
04/25/2022
Other: R-PG60*
Installation Instructions
FL17499 R4 II 08-03163.pdf
Verified By: Luis R. Lomas, PE PE-62514
Created by Independent Third Party: Yes
Evaluation Reports
FL17499 R4 AE 514082.pdF
Created by Independent Third Party: Yes
17499.5
185 SH
52x72 Fin/Flange Fame IG/SG Impact Single Hung
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: No
FL17499 R4 C CAC APC (13275) 5 H 01 0823)_pd
Approved for use outside HVHZ: Yes
FL17499 R4 C CAC APC (13176) 185 5H (1QQ$Z_g),pr-f
Impact Resistant: Yes
FL17499 R4 C CAC APC (13277) 185 SH (] QQ823)_pdf
FL17499 R4 C CAC APC (13291)1.85 SH (100823).pdf
Design Pressure: +55/-55
Quality Assurance Contract Expiration Date
Other: R-PG55, Missile Level D, Wind Zone 3. Glass to be
bedded in Pecoa 896 sealant.
10/08/2023
Installation Instructions
FL17499 R4 II 08-025446-1,pdf
Verified By: Luis R Lomas PE 62514
Created by Independent Third Party: Yes
Evaluation Reports
FL17499 R4 AE 513320E-1.pg
Created by Independent Third Party: Yes
17499.6
185 SH
52x84 Fin/Flange Fame IG/SG Single Hung
Limits of Use
Certification Agency Certificate
Approved for use In HVHZ: No
FL17499 R4 C CAC APC (13263) i SH(100923)_Pdf
FL17499 R4 C CAC APC (13264) I85 SH (1gg9 )ypdf
Approved for use outside HVHZ: Yes
Impact Resistant: No
FL17499 R4 C CAC APC (13265) 1 SH (100923).pdf
FL17499 R4 C CAC APC (13362) 185 SH (100923)_pLif
Design Pressure: +60/-60
Quality Assurance Contract Expiration Date
Other: R-PG60
10/09/2023
Installation Instructions
FL17499 R4 li 08-02546B-2.p-df
Verified By: Luis R Lomas PE 62514
https:l/Floddabuilding.org/pr/pr_app_dtl.aspx?pamm-WGEVXQwtDgtCUGgvjQiz6BPhSOG%2f386z9y2et%2blDRnWXEhsltEWyuQ%3d%3d 213
1/3/2019
Florida Building Code Online
Created by Independent Third Party: Yes
Evaluation Reports
FL17499 R4 AE 513322E-2.pdf
Created by Independent Third Party: Yes
17499.7
185 Triple SH
111x72 Fin Frame IG/SG Single Hung 11002 Flange Frame
IG/SG Single Hung
.Limits of Use
Certification Agency Certificate - — -
Approved for use In HVHZ: No
FL17499 R4 C CAC APC (13341) 185 EH TPL (110423),W
Approved for use outside HVHZ: Yes
FL17499 R4 C CAC APC (13343) 185 SH TPL (10 ),P,Qf
Impact Resistant: No
FL17499 R4 C CAC APC (I3346) 185 SH TPL (102023),W
Design Pressure: +50/-50
FL17499 R4 C CAC APC (1334) 185 SH TPL (102123).pgF
Other: R-PG50*
Quality Assurance Contract Expiration Date
10/20/2023
Installation Instructions
FL17499 R4 II 08-02548B.p-df
Verified By: Luis R Lomas PE 62514
Created by Independent Third Party: Yes
Evaluation Reports
EL17499. R4. AE 513324B-6,W
Created by Independent Third Party: Yes
17499.8
185 Twin SH
106x72 Fin Frame IG/SG Single Hung 105x72 Flange Frame
IG/SG Single Hung
Limits of Use
Certification Agency Certificate
Approved for use In HVHZ: No
FL17499 R4 C CAC APC (13340) 185 SH TWN ( 01 2123),pdf
Approved for use outside HVHZ: Yes
FL17499 R4 C CAC APC (1.3342) I85 5H TWN (I 10423),gd(
Impact Resistant: No
FL17499 R4 C CAC APC (13347) 185 SH TWN (102423),pdf
Design Pressure: +45/-45
FL17499 R4 C CAC APC (13349) 185 5H TWN (1 M)_Pdf
Other: R-PG45
Quality Assurance Contract Expiration Date
10/20/2023
Installation Instructions
FL17499 R4 11 08-025478-7.PX
Verified By: Luis R Lomas PE-62514
Created by Independent Third Party: Yes
Evaluation Reports
FL17499 R4 AE 513323E-7.pdf
Created by Independent Third Party: Yes
Back wart
Can act Us :: 2601 Blair Stone Road. Tallahasme FL 32399 Phone: 850-087-1814
The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accesslbillly Statement :: Refund Statement
Under Florida law, email addresses are public records. If you do not want your a -mall address released In response the a public -records request, do not send electronic
mall to this entity. Instead, contact Me office by phone or by traditional mall. If you have any questions, please tented 850.487.1395. 'pursuant to Section 455.275(1),
Fladda Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must pmvlde the Department with an email address if they have one. The smalls
provided may be used for official communication with the licensee. However small addresses are public record. It you do not wish to supply a personal address, please
provide the Department with an email address which can be made a oiliable to the public. To determine if you are a Ilmosee under Chapter 455, FS., please click here .
product Approval Accepts:
"riv,
htips://8oridabuilding.org/pr/pr_app_rill.aspx?param= GEVXQwtDgtCUGgvjQiz6BPhSOG%2f386z9y2et%2blDRnWXEhsltEWyuQp/o3dp/o3d 3/3
Flnrida Rnildinv Cnde. Online
Page 1 of 2
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PMtlUC ADMval Menu> Product or AVPIIclt.nsearch > Avollca[on Lst> Application OaWll
FL #
Application Type
Code Version
Application. Status
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
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
FL19715-R4
Revision
2017
Approved
A
6uiy11wJad 'Gauno:alanj '1S
610Z 6 9 ddb'
CIIAO �
Silver Line Building Products Corp.
One Silverline Drive
North Brunswick, NJ 00902
(732) 435-1000
jonberrian@slbp.com
Jon Berrlan
jonberrlan@slbp.com
Jon Berrlan
One Silverline Drive
North Brunswick, NJ 08902
(732) 435-1000
jonberrian@slbp.cem
Windows
Single Hung
SCANNED
BY
St, Lucie County
Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
❑ Evaluation Report - Hardcopy Received
Hermes F. Norero, P.E.
PE-73778
Window and Door Manufacturers Association-QA
12/31/2019
Locke Bowden P.E.
A Validation Checklist - Hardcopy Received
FL19715 R4 COI COI Silverline SS 2017-06-14 odf
Year
AAMA/WDMA/CSA 301/I.S.2/A440
2011
AAMA/WDMA/CSA 101/I.S.2/A440
2008
ASTM E1886
2005
ASTM E1996
2012
ASTM E330
2002
TAS 201
1994
TAS 202
1994
TAS 203
1994
t— --_nn . 1 ....
Florida Building Code Online
Page 2 of 2
Sections from the Code
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Summary of Products
1
Method 1 Option D
12/18/2017
12/18/2017
12/29/2017
02/13/2018
FL A
Model, Number or Name
Description
19715.1
Series 2900/4900 Single Hung
Extruded Vinyl Single Hung Window
Limits of Use
Installation Instructions
Approved for use In HVHZ: No
FL1_9715 R4 11 SWD002 SS 2017-12-15 odf
Approved for use outside HVHZ: Yes
Verified By: Hermes F. Norero, P.E. Florida P.E. 73778
Impact Resistant: No
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: See Installations Instructions and Product Evaluation
FL19715 R4 AE PER5375 SS 2017-12-15 odf
Report for design pressure tables and limitations of use.
Created by Independent Third Party: Yes
19715.2
series 2900/4900 Single Hung
Extruded Vinyl Single Hung Window
Limits of Use
Installation Instructions
Approved for use In HVHZ: Yes
FL19715 R4 11 SWD012 SS 2017-12-I5odf
Approved for use outside HVHZ: Yes
Verified By: Hermes F. Norero Florida P.E. 73778
Impact Resistant: Yes
Created by Independent Third Parry: Yes
Design Pressure: N/A
Evaluation Reports
Other: See Installations Instructions and Product Evaluation
FL19715 R4 AE PER5376 SS 2017-12-15 odf
Report for design pressure tables and limitations of use.
Created by Independent Third Party: Yes
19715.3
Series 70 Model 2127 Single Hung
Extruded Vinyl Single Hung Window
Limits of Use
Installation Instructions
Approved for use In HVHZ: Yes
FL19715 R4 11 SWD010 SS 2017-12-16 odf
Approved for use outside HVHZ: Yes
Verified By: Hermes F. Norero Florida P.E. 73778
Impact Resistant: No
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: See Installations Instructions and Product Evaluation
FL19715 R4 AE PER4805 SS 2017-12-18 odf
Report for design pressure tables and limitations of use.
Created by Independent Third Party: Yes
19715.4
Series 70 Model 2127 Single Hung
Extruded Vinyl Single Hung Window
Limits of Use
Installation Instructions
Approved for use In HVHZ: Yes
FL19715 R4 li SWDOI l SS 2017-12-18 ndf
Approved for use outside HVHZ: Yes
Verified By: Hermes F. Norero Florida P.E. 73776
Impact Resistant: Yes
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: See Installations Instructions and Product Evaluation
FL19715 R4 AE PER4806 SS 2017-12-I8odf
Report for design pressure tables and limitations of use.
Created by Independent Third Parry: Yes
Bnek Next
Contact us :: 2601 Blair Stone par. Tallahassee FL 32399 Phone: 850-487,1824
Tim State of Florida is an AA/EED employer. Codvri0t 2007-2013 State of norlea :: Privacy Statement :: Accesslianity 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 the entity. Instead, contact the office by phone or by traditional mall. If you have any queshons, please contact 850.487.1395. *Pursuant to section 455.275
(1), Florida Statutes, effe live ottober 1, 2012, licensees licensed under chapter 455, F.S. must provide the Department with an email address if they have one. The
emalls provlded may be used for official wmmunlcation 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 an be made available to the public. To determine it you are a licensee under chapter 455, F.S., please
thick here, .
ProduR Approval Accepts:
®®®99
SCCIII'1 L' T"CS
1l1Hrae•/141.:A_I,. :1A:.._.._,_I__I__ ___ J.I _-___n- . .,.,_. ... — -
SILVER LINE BUILDING PRODUCTS
V1 SERIES170 SERIES SINGLE HUNG WINDOW (2127)
(IMPACT RATED)
GENERALNOTES:
1. THE PRODUCT SHOWN HEREIN IS DESIGNEDAND
MANUFACTURED TO COMPLY WITITHE 6TH EDITION
FLORIDA BUILDING CODE (FBQ, INCLUDING HVHZ AND HAS
BEEN EVALUATED ACCORDING TOME FOLLOWING:
• TAS 201-94
• TAS 202-94
• TAS 203-94
• ASTM E330-02
• ASTM E1886.05
• ASTM E3996-06/09/12
• AAMA/WDMA/CSA 101A.S.21A44D08
2. ADEQUACY OF ME EXISTING STRUCTURAL
CONCRETE/MASONRY, U FRAMING, AND METAL FRAMING
AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF
WIINSTANDING ANO TRANSFERPING APPLIED PRODUCT
IDADSTOTHEFOUNDATIONDMERESPONSIBIUTYOFTHE
ENGINEER OR ARCHITECT OF RECORD FORME PROJECT OF
INSTALLATION.
3. MAND ZK BUM (WHEN USED) SHALL BE DESIGNED AND
ANCHORED AS SPECIFIED HEREIN. REFER TO SHEETS FOR
FURTHER DETAILS OF BUCK INSTALLATION.
4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE
GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR
A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION
TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN,
A LICENSED ENGINEER OR MCHTELT SHALL PREPARE SITE
SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT IN
NON-HVHZ AREAS. IN HVHZ AREAS, ONETIME PRODUCT
APPROVAL TO BE OBTAINED FROM MORMI-DARE RER OR
AIM
S. APPROVEDIMPACTPROTECTIVESYSTEMMNDTREQUIRED
ONTHIS PRODUCTIN AREAS REQUIRING IMPACT
RESISTANCE.
6. WINDOW FRAME MATERIAL PVC
7. IN ACCORDANCE WITH ME GTH EDITION FBC, WOOD
COMPONENTS SHALL HAVE BEEN PRESERVATIVE TREATED
OR SHALL BE OF A DURABLE SPECIES AS DEFINED IN
CHAPTER23.
B. GIASSMEMMEREQUIREMENTSOFASTME1300
GLASS CHARTS. SEE SHEETS FOR GLAZING DETAII3.
MA%OVERALLSIZE
CONFIG.
DESIGN
MISSILE
WIDTH
HEIGHT
PRESSURE
IMPACT RATING
52"
73"
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•55/-60 PSF
LMI/SMI
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SHEET
REVISION
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3
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2
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ELEVATION&ANCHOR LAYOUTS
3
VERINIALSECTIONS
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7/32"STEEL SPACER .i�:. .F.pO.
3/32" ANNEALED GLASS
0.090" SAFLEK PVB INTERLAYER BY * 7 � *
EASTMAN CHEMICAL COMPANY A T T
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SETTING BLOCKBITE 711V
995 SEALANT DATE: 12.11.17
DWG. BY:I CHK. BY:
GLAZING DETAIL 1 LMS HFN
NOTE: SCALE: NTS
ALL GLAZING CONFIGURATIONS SHALLCOMPLY WITH DWG.#: SWD011
SAFETY GLAZING REQUIREMENTS OUTLINED IN SHEET:
CURRENT F.B[ AND ASTM E 1300 GLASS LOAD
RESISTANCE {I
X O.A FRAME
WIDTH 52-
MAX. D,L.O.
VI3 TH 43.69"�
.0.
1,
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SINGLE HUNG WINDOW
3- MAX.
FROM
CORNERS
O.C.
3- MAX.
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T-
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I I— O.C. FROM FR
CORNERS
OM
NOTE:
THE MEEENERSAROVI
ILIN
THE MEETING RAIL IN
THE INTERIOR JAMB
TRACK MUST BE FLAT MEAD
12.5T
ANCHOR LAYOUT
NAIL FIN -SINGLE HUNG WINDOW
6.25- MAX
FROM
CORNERS
ANCHOR LAYOUT
THROUGH FRAME -SINGLE HUNG WINDOW
SiiverLine
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DATE: 12.11.17
SCALE:
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INTERIOR y EXTERIOR INTERIOR
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FL19715
DATE: 12.11.17
DWG.RY:' ....BY:
LMS HP
SCALE NTS
DWG.#: SWD011
SHEET:
3
SECTION FOR
INTERIOR
BLOCK&TACKLE
SEE GLAZING
SEE,
BALANCERS\
OETAILSHEErl
DETAIL
i
/
EXTERIOR
D.LO.
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FL#:
FL19715
DATE: 12.11.17
DWG.BY:I CHBY K.:
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SCALE: I NTS
DWG.#: SWD011
SHEET:
V
OF 5
MIN. SUBSTRATE
EDGE DISTANCE BYOTHERS
MIN.
EMBEDMENT
1/4" MAX
I1 SHIM SPACE
EXTERIOR Lx INTERIOR
6 VERTICAL SECTION
TNflOUGH FRAME(HMO)
\III -•�
I17
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SCREW IN THE INTERIOR
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MIN.
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EMBEDMENT
6 HORIZONTAL SECTION
THROUGH FRAME (LAMB)
MIN. EDGE
DISTANCE
T HORIZONTAL SECTION VERTICAL SECTION
6 NAILFIN (JAMB) 6 MEETING STILE
INSTALLATION NOTES:
1. ONE (1) INSTALLATION ANCHOR IS REQUIREDAT EACH ANCHOR LOCATION SHOWN.
Z. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORSTO BE USED FOR
PRODUCT INSTALLATION OF THE MAXIMUM S1ZE USTED.
3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WNHIN ATOLERANCE OF EI/a INCH THE DEPICTED LOCATION &
SPACING IN THE ANCHOR LAYOUT DETAILS (I.E., WITHOUT CONSIDERATION OF TOLERANCES). TOLERANCES ARE
NOT CUMULATIVE FROM ONE INSTALATION ANCHOR TO THE NEXT.
4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHORWITH LOAD BEARING SHIM(S). MAXIMUM ALLOWABLE SHIM
STACKTO BE3/9INCH. SHIM WHERE SPACE OF 2116 INCH OR GREATER OCCURS. SHIMISI SHALL BE CONSTRUCTED
OF HIGH DENSITY PLASTIC OR BETTER.
S. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO,
FOAM, BRICK VENEER, AND SIDING.
6. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR
HAVE ACORROSION RESISTANT COATING.
T. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK, DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS.
EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK.
B. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION
INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM
STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER,
9. FOR INSTALLATION ANCHORS ABOVE ME MEETING RAIL IN THE INTERIOR IAMB TRACK, USE FIAT HEAD ANCHORS,
MIN. EMBEDMENT SUBSTRATE
�BYOTHERS
w�
iG
fo
1/4" MAX.
SHIM SPACE
EXTERIOR INTERIOR
T HORIZONTAL SECTION
6 NAIL FIN (HMO)
REINFORCEMENT DETAILS
0.83° 087" I 0.34"
L- „L° I- 0.13"
0.]]° 1 �T
INTERIOR � LDa.I 0'9 T- 0.06° O 8]" 1�-- 0.46"
0.45"
O ALUMINUM DP O ALUMINUM LOCK MEETING
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010 FIAT HEAD IN WE
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FL 4. F119715
L
DATE: 12.11.17
DWN'S CHKH.BFNY:
LM
SCALE: i NTS
DWG.a: SWD011
SHEET:
Florida Building Code Online
Page 1 of 4
BC6 Home Login I User Regisvatloo ' Hot Tapirs
Submit Surcharge stats a Facts _
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USER: Public User
boor"
„
SCANNED
PmauR Apomva Menu > Proaua or A,,kst an _es, h > A,d,ation
on> Applicseon Detail
BY
FL #
FL22378-R6
ca
St. Lucie County
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.
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
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
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
go
Masonite International
1955 Powis Road
West Chicago, IL 60185
(800) 663-3667
sschreiber@masonite.com
Steve Schreiber
sschreiber@mastnite.com
Exterior Doors
Swinging Exterior Door Assemblies
Certification Mark or Listing
6u(}9iwJad'/quno:) aion-( •yS
610i 6 S HdV
GDAI93-3�d
National Accreditation & Management Institute
National Accreditation & Management Institute
Standard
TAS 201
TAS 202
TAS 203
Method 1 Option A
01/25/2019
01/28/2019
02/04/2019
Year
1994
1994
1994
Building Code Online
Page 2 of 4
Summary of Products
-FL #
model, Number or Name
Description
22378.1
Stormguard Fiberglass Side -Hinged
6'-8" Opaque 1/S Single Door
Door Unit
Limits of Use
Certification Agency Certificate
Approved for use In HVHZ: Yes
FL22378 R6 C CAC N1007077 07-R2 odf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: Yes
12/31/2020
Design Pressure: +60/-65
Installation Instructions
Other: Evaluated for use in locations adhering to the Florida
FL22378 R6 li FL0170.odf
Building Code, including the High Velocity Hurricane Zone,
Verified By: National Accreditation & Management Institute
and where pressure requirementsdo not exceed the design
Created by Independent Third Parry:
pressures listed. 3'-0" x 6'-8" max nominal size. Hurricane
Evaluation Reports
protective system is NOT required. See DWG-MA-FLO170 for
FL22378 R6 AE 514010A.odf
anchor details and water performance where required.
FL22378 R6 AE 514014A odf
Created by Independent Third Party: Yes
22378.2
Stormguard Fiberglass Side -Hinged
V-8" Opaque O/S Single Door
Door Unit
Limits of Use
Certification Agency Certificate
Approved for use In HVHZ: Yes
FL22378 R6 C CAC N1007077 07-R2 otlf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: Yes
12/31/2020
Design Pressure: +60/-60
Installation Instructions
Other: Evaluated for use in locations adhering to the Florida
FL22378 R6 11 FL0170 odf
Building Code, Including the High Velocity Hurricane Zone,
Verified By: National Accreditation & Management Institute
and where pressure requirements do not exceed the design
Created by Independent Third Party:
pressures listed. 3'-0" x 6'-B' max nominal size. Hurricane
Evaluation Reports
protective system is NOT required. See DWG-MA-FLO170 for
FL22378 R6 AE 514010A odf
anchor details and water performance where required.
F1.22378 R6 AE 514014A odf
Created by Intlependent Third Party: Yes
22378.3
Stormguard Fiberglass Side -Hinged
6'-8" Opaque I/S Single or Double Door w/ or w/o Sidelites
Door Unit
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: Yes
FL22378'R6 C CAC N1007077 07-R2 df
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: Yes
12/31/2020
Design Pressure: +50.5/-50.5
Installation Instructions
Other: Evaluated for use in locations adhering to the Florida
FL22378 R6 11 FL0170 otlf
Building Code, Including the High Velocity Hurricane Zone,
Verified By: National Accreditation & Management Institute
and where pressure requirements do not exceed the design
Created by Independent Third Party:
pressures listed. 12'-0" x 6'-8" max nominal size. Hurricane
Evaluation Reports
protective system is NOT required. See DWG-MA-FLO170 for
FL22378 R6 AE 514008A odf
anchor details and water performance where required.
FL22378 R6 AE 514012A odf
Created by Independent Third Party: Yes
22378.4
Stormguard Fiberglass Side -Hinged
6'-8" Opaque O/S Single or Double Door w/ or w/o Sidelltes
Door Unit
Limits of Use
Certification Agency Certificate
Approved for use In HVHZ: Yes
FL22378 R6 C CAC N1007077.07-R2 odf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: Yes
12/31/2020
Design Pressure: +55.0/-50.5
Installation Instructions
Other: Evaluated for use In locations adhering to the Florida
FL22378 R6 II FL0170 odf
Building Code, including the High Velocity Hurricane Zone,
Verified By: National Accreditation & Management Institute
and where pressure requirements do not exceed the design
Created by Independent Third Party:
pressures listed. 12'-0" x 6'-8" max nominal size. Hurricane
Evaluation Reports
protective system Is NOT required. See DWG-MA-FLO170 for
FL22378 R6 AE 51400BA otlf
anchor details and water performance where required.
FL22378 R6 AE 514012A odf
Created by Independent Third Party: Yes
22378.5
Stormguard Fiberglass Side -Hinged
6-8" Impact Glazed I/S or O/S Single Door w/ or w/o
Door Unit
Sidelites
Limits of Use
Certification Agency Certificate
Approved for use In HVHZ: Yes
FL22378 R6 C CAC N1007077.09-R3 odf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: Yes
12/31/2020
Design Pressure: +55/-55
Installation Instructions
Other: Evaluated for use In locations adhering to the Florida
FL22378 R6 li FL 0172 otlf
Building Code, Including the High Velocity Hurricane Zane,
Verified By: National Accreditation & Management Institute
and where pressure requirements do not exceed the design
Created by Independent Third Parry:
pressures listed. 9'-0" x W-B" max nominal size. Hurricane
Evaluation Reports
protective system is NOT required. See DWG-MA-FLO172 for
FL22378 R6 AE 514008A odf
anchor details and water performance where required.
F22378 R6 AE 514012AotlfR6 AE 514012Aotlf
Created by Independent Third Parry: Yes
22378.6
6'-8" Impact Glazed I/S Double Door w/ or w/o Sidelltes
Building Cade Online
Stormguard Fiberglass Side -Hinged
Door Unit
Limits of Use
Certification Agency Certificate
_ _
Approved for use In HVHZ: Yes
FL22378 R6 C CAC N1007077 09-R3 otlf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: Yes
12/31/2020
Design Pressure: +50/-55
Installation Instructions
Other: Evaluated for use in locations adhering to the Florida
FL22378 R6 II FL 0172 odf
Building Code, Including the High Velocity Hurricane Zone,
Verified By: National Accreditation & Management Institute
and where pressure requirements do not exceed the design
Created by Independent Third Party:
pressures listed. 12'-0" x 6'-8" max nominal size. Hurricane
Evaluation Reports
protective system is NOT required. See DWG-MA-FLO172 for
FL22378 R6 AE 514008A.Ddf
anchor details and water performance where required
F1_22378 R6 AE 514012A.odf
Created by Independent Third Party: Yes
22378.7
Stormguard Fiberglass Side -Hinged
6'-8" Impact Glazed O/S Double Door w/ or w/o Sidelites
Door Unit
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: Yes
FL22378 R6 C CAC N1007077 09-R3 otlf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: Yes
12/31/2020
Design Pressure: +55/-55
Installation Instructions
Other: Evaluated for use in locations adhering to the Florida
FL22378 R6 II FL 0172 odf
Building Code, including the High Velocity Hurricane Zone,
Verified By: National Accreditation & Management Institute
and where pressure requirements do not exceed the design
Created by Independent Third Parry:
pressures listed. 12'-0" x 6'-B" max nominal size. Hurricane
Evaluation Reports
protective system is NOT required. See DWG-MA-FL0172 for
FL22378 R6 AE 514008A Ddf
anchor details and water performance where required.
FL22378 R6 AE 514012A Ddf
Created by Independent Third Party: Yes
22378.8
Stormguard Fiberglass Side -Hinged
8'-0" Opaque I/S Single Door
Door Unit
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: Yes
FL22378 R6 C CAC N1007077 08 odf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: Yes
12/31/2020
Design Pressure: +60/-65
Installation Instructions
Other: Evaluated for use in locations adhering to the Florida
FL22378 R6 11 FL0171 odf
Building Code, including the High Velocity, Hurricane Zone,
Verified By: National Accreditation & Management Institute
and where pressure requirements do not exceed the design
Created by Independent Third Party:
pressures listed. 3'-0" x 8'-0" max nominal size. Hurricane
Evaluation Reports
protective system is NOT required. See DWG-MA-FLO171 for
FL22378 R6 AE 514009A odf
anchor details and water performance where required.
E72378 R6 AE 514013A df
Created by Independent Third Party: Yes
22378.9
Stormguard Fiberglass Side -Hinged
8'-0" Opaque O/S Single Door
Door Unit
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: Yes
FL22378 R6 C CAC NI007077 08 pdf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: Yes
12/31/2020 ,
Design Pressure: +60/-60
Installation Instructions
Other: Evaluated for use in locations adhering to the Florida
FL22378 R6 li FL0171 ndf
Building Code, including the High Velocity Hurricane Zone,
Verified By: National Accreditation & Management Institute
and where pressure requirements do not exceed the design
Created by Independent Third Party:
pressures listed. 3'-0" x 8'-0" max nominal size. Hurricane
Evaluation Reports
protective system is NOT required. See DWG-MA-FLO171 for
FL22378 R6 AE 514009A Ddf
anchor details and water performance where required.
FL22378 R6 AE 514013A odf
Created by Independent Third Party: Yes
22378.10
Stormguard Fiberglass Side -Hinged
8'-0" Opaque I/S Single or Double Door w/ or w/o Sidelites
Door Unit
Limits of Use
Certification Agency Certificate
Approved for use In HVHZ: Yes
FL22378 R6 C CAC N1007077.08 odf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: Yes
12/31/2020
Design Pressure: +50.0/-50.5
Installation Instructions
Other: Evaluated for use in locations adhering to the Florida
FL22378 R6 II F110171 odf
Building Code, including the High Velocity Hurricane Zone,
Verified By: National Accreditation & Management Institute
and where pressure requirements do not exceed the design
Created by Independent Third Party:
pressures listed. 12'-0" x 8'-0" max nominal size. Hurricane
Evaluation Reports
protective system is NOT required. See DWG-MA-FLO171 for
FL22378 R6 AE 514007A odf
anchor details and water performance where required.
FL22378 R6 AE 514011A.Ddf
Created by Intlependent Third Party: Yes
22378.11
Stormguard Fiberglass Side -Hinged
8'-0" Opaque O/S Single or Double Door w/ or w/o Sidelites
Door Unit
Limits of Use
Certification Agency Certificate
Approved for use In HVHZ: Yes
FL22378 R6 C CAC NI007077 08 Ddf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: Yes
12/31/2020
Building Code Online
Page 4 of 4
Design Pressure: +55.0/-50.5
Installation Instructions
Other: Evaluated for use in locations adhering to the Florida
FL22378 R6 II FL0171.odf
Building Code, Including the High Velocity Hurricane Zone,
Verified By: National Accreditation & Management Institute
and where -pressure -requirements do not exceed -the -design -
-Created-by-Independent-Third-Party:---
pressures listed. 12'-0" x 8'-0" max nominal size. Hurricane
Evaluation Reports
protective system is NOT required. See DWG-MA-FLo171 for
FL22378 R6 AE 514007A.odf
anchor details and water performance where required.
FL22378 R6 AE 514011A.odf
Created by Independent Third Party: Yes
22376.12
S[ormguard Fiberglass Side -Hinged
8'-0" Impact Glazed I/S Single or Double Door w/ or W/o
Door Unit
Sidelites
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: yes
FL22378 R6 C CAC N1007077.04-R6.odf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: Yes
12/31/2020
Design Pressure: +43/-47
Installation Instructions
Other: Evaluated for use in locations adhering to the Florida
FL22378 R6 II FL 0173 odf
Building Code, including the High Velocity Hurricane Zone,
Verified By: National Accreditation & Management Institute
and where pressure requirements do not exceed the design
Created by Independent Third Party:
pressures listed. 12'-0' x 8'-0' max nominal size. Hurricane
Evaluation Reports
protective system is NOT required. See DWG-MA-FLO173 for
FL22378 R6 AE 514007A odf
anchor details and water performance where required.
FL22378 R6 AE 514011A odf
Created by Independent Third Party: Yes
22378.13
S[ormguard Fiberglass Side -Hinged
8'-0" Impact Glazed O/S Single or Double Door w/ or w/o
Door Unit
Sidelites
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: Yes
FL22378 R6 C CAC NID07077.04-Res odf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: Yes
12/31/2020
Design Pressure: +47/-45
Installation Instructions
Other: Evaluated for use in locations adhering to the Florida
FL22378 R6 II FL 0173 otlf
Building Code, including the High Velocity Hurricane Zone,
Verified By: National Accreditation & Management Institute
and where pressure requirements do not exceed the design
Created by Independent Third Party:
pressures listed. 12'-0" x 8'-0" max nominal size. Hurricane
Evaluation Reports
'.. protective system is NOT required. See DWG-MA-FLO173 for
FL22378 R6 AE 514007A.Cdf
anchor details and water performance where required.
FL22378 R6 AE 514011A otlf
Created by Independent Third Party: yes
❑gdin US:; 2591 Blair Stone Road Tallahassee FL 32399 phone: 850-487-1824
no State of Florida is as WEW employer. Convrloht 2007-2013 State M FT Ide.:: Privacy Statement :: Accessi ndlev Shmarmin
Under Florida law, email addresses are public retards. 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 call by phone or by traditional mall. 9you 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
¢malls 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 ran be made available to the public. To determine If you are a licensee under Chapter 455, ES., please
dick bell
II��rPJrIreIduct Approval Accaptr:
i-a'-m't'a FEB 12
C(ii Card
Safe
NOTICE OF PRODUCT CERTIFICATION
Company: Masonite International Corporation Certification No.:
1955 Powis Road Certification Date:
u
NI007077.09-R3
05/22/20017
West Chicago, IL 60185 Expiration Date: 12/31/2020
Revision Date: 01/03/2019
Product: Fiberglass Impact Rated Glazed Inswing or Outswing Door w/ and w/o Impact Rated Sidelites
(w/Wood Frame or Worldwide Composite Frames unless noted)
Specification: TAS 201/202/203-94/ASTM E330-02
The "Notice of Product Certification" is only valid if the NAMI Certification Label has been applied to the product as described within this document. The certification
label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within
NAMPs Certified en1" NAM ra..:r. a.: la-m. 1¢dProductLlxtlnYatw'Way.Namlrl•rfirrntinn:"L...mG_�___:___w+_.c___.o.__.__._.__... ,.......
Inswing
Glazed
- - -
••••--......
Structural
.„...... .........mwu
Water
o • uu r>,wc..L.ml
Missile
Ia LLvlml JLn11UiL111a L113LILLILC
Test Report Number
Configuration
or
or
Maximum
Design
Test
Impact
Drawing Number &
Outswirg
Opaque
Size
Pressure
Pressure
Rated
Comments
X
I/S
Glazed
3'0" x 6'8"
+551-35
0 psf
Yes
NCTL-210-3389-1/ATLNC 1203.01-14/ATLNC 1012.01-16
Single
Maximum Panel Size: 3'0" x 6'8"
Anchor Details-MA-FL0172-07/W-1807/W-1885
X
O/S
Glazed
3'0" x 6'8"
+551.55
3.75 psf/ 6.0 psf
Yes
NCTL-210-33894/ATLNC 1203.01-14/ATLNC 1012.01-16
Single
8.25 psf'/9.0 psf 4
Maximum Panel Size: 3'0" x 6'8"
7.5 psf
Anchor Details-MA-FL0172-07/W-1807/W-I835/W-
1860/W-1885
XX
1/S
Glazed
6'0" x 6'8"
+501.55
0 psf
Yes
NCTL-210.3389-1/ATLNC 1203.01-14/ATLNC 1012.01-16
Double
Maximum Panel Size: 3'0" x 6'8"
Anchor Details-MA-FL0172-07/W-1807/W-1885
XX
O/S
Glazed
6W'x 6'8"
+55/-55
3.75 psf/ 6.0 psf
Yes
NCTL-210-3389-1/ATLNC 1203.01-14/ATLNC Ig12.01-16
Double
8.25 psf2/8.25 psf4
Maximum Panel Size: 3'0" x 67'
Anchor Details-MA-FL0172-07/W-1807/W-1835/W-1885
XO/OX
I/S
Glazed Door
6'0" x 6'8"
+551-55
0 psf
Door -Yes
NCTL-210-3389-1/ATLNC 1203.01-14/ATLNC I012.01-16
Single w/Sidelite
Glazed Sidelite
Sidelite-Yes
Maximum Panel Size: 3'0" x 6'8"
Anchor Details-MA-FL0172-07/W-1807/W-1885
XG/OX
O/S
Glazed Door
6'0" X 6'8"
+551-55
3.75 psf/ 6.0 psf
Door -Yes
NCTL.210-3389-1/ATLNC 1203.01-14/ATLNC 1012.01-16
Single w/Sidelite
Glazed Sidelite
8.25 psf'/9.0 psf4
Sidelite-Yes
Maximum Panel Size: 3'0" x 6'8"
Anchor Derails-MA-FL0172-07/W-1807/W-1835/W-1885
OXO
1/S
Glazed Door
9'0" x 6'8"
+551-55
0 psf
Door -Yes
NCTL-210.3389-1/ATLNC 1203.01-14/ATLNC 1012.01-16
Single w/Sidelites
Glazed Sidelites
Sidelite-Yes
Maximum Panel Size: 3'0" x 6'8"
Anchor Details-MA-FL0172-07/W-1807/W-1885
OXO
O/S
Glazed Door
9'0" x 6'8"
+551-55
3.75 psf/ 6.0 psf'
Door -Yes
NCTL-2I0-3389-I/ATLNC 1203.01-14/ATLNC 1012.01-16
Single w/Sidelites
Glazed Sidelites
8.25 psf2/9.0 psf4
Sidelite-Yes
Maximum Panel Size: 3'0"x6'8"
Anchor Details-MA-FL0172-07/W-1807/W-1835/W-1885
OXXO
1/S
Glazed Doors
12'6" x 6'8"
+501-55
0 psf
Door -Yes
NCTL-210-3389-I/ATLNC 1203.01-14/ATLNC 1012.01-16
Double W/Sidelites
Glazed Sidelites
Sidelite-Yes
Maximum Panel Size: 3'0" x 6'8"
Anchor Details-MA-FL0172-07/W-1807/W-1885
OXXO
O/S
Glazed Doors
12'6" x 6'8"
+551-55
3.75 psf/ 6.0 psf
Door -Yes
NCTL-210-3389-1/ATLNC 1203.01-14/ATLNC 1012.01-16
Double w/Sidelites
Glazed Sidelites
8,25 psf=/8.25 psf4
Sidelite-Yes3'0"
Maximum Panel Size: x 6'8" 1
Anchor Details-MA-FL0172-07/W-1807/W-1835/1%1-I8R5
Denotes ZSenes Threshold Design 2-Denotes High Dam Threshold Design 3-W-18154-Denotes Worldwide Pro T4 Threshold "enotes HP Outswing Threshold
National Accreditation & Management Institute, Inc./4794 George Washington Memorial Highway/Hayes, VA 23072
Tel: (804) 684-5124/Fax: (804) 684-5122
NAMI AUTHORIZED SIGNATURE:
llll MASONITE
STORMGUARD FIBERGLASS DOOR UNIT
L46
''DOUBLE DOOR WITH /WITHOUT SIDELTfES
GENERAL NO7E5
1. EVALUATED FOR USE IN LOCATIONS AOHERINO TO
THE FLORIDA BUILDING CODE AND WHERE PRESSURE
REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM
DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES,
DOES NOT EXCEED THE DESIGN PRESSURES LISTED.
2. THIS PRODUCT DOES NOT REQUIRE THE USE OF
A HURRICANE PROTECTME SYSTEM (SHUTTERS).
3. POLYURETHANE CORE FLAME SPREAD INDEX OF SO
AND SMOKE DEVELOPED INDEX OF 6D PER ASTM E84,
4. PLASTICS TESTING:
TFR !I[Cf`ClOnnu
SFV IGNITION TEMP ASTM DI929
752 'F > 650 'F
842 'F > 650 'F
PATE OF BURNING ASTM 0635
0.56 IN MIN
1.26 IN MIN
5MOM DENSITY ASfN 02843
MAX
70.2%
TENSILE ..RENGDP ASTM D63B
3.2x OIFF
1.8% DIFF
5. PLASTICS TESTING OF WORLDWIDE COMPOSITE FRAME (WHERE USED):
TFcr n
SELF IGNOION TEMP
ASTM D1929
779 'F > 650 'F
RATE OF BURNING
ASTM D635 -
0.0 IN MIN
SMOKE DENSITY
ASTM 028 3
39,Ox
(ENSILE STRENGTH-
ASM U636
3.6x OFF
chum RICH Wt 11-iLHINU
4500 HOURS XENON ARC METHOD 1
6. MAXIMUM GLASS SIZES COMPLY WITH ASTM E1300 FOR THE
DESIGN PRESSURES USTED.
- 14Y W. UVLKAllL FRAIE WDTH
21" MAX 36.375" MAX.
D.L.O. PANEL WIDTH (� 37.5" MAX.
W/ASTRAGAL I FRAME WIDTH
m
n
4
.119 144: A A
STRUCTURAL
WH R
WATER INFILTRA ON R ORMANCE
IS
DESIGN PRESSURE
RATING
REQUIRED
TO BE 15x OF DESIGN PRESSURE
N I
MA% WIDTH
INSWI G
ALL
WINC
INSWIN
- BUMPER O S
-SERIEB O 5 H 0 S
4 0
HIGH DP11 O
%
37.
+
.0 -55.0
+55,0
-55.0
N A
+9511
-25.0
+90.0 -40.0 +50.0 -50.0
+55,0
-55.0
+55.0
%%
74
+
.0 - .0
+ .0
-55.0
N A
+ .0
-25.0
+90.0 -40. N
.0
OX oT %0
5
+
-
+55.0-
-55.0
+ .0
-25.
+40.0 -40.0 N
D
11
+
. -55.0
+55.0
-
N
+
-
+ .0 - 0. N A
+55.0
O%%0
799
+50.
-
+55,0
-55.0
N A
+2 .0
-25.0 I
+4 .0 I -40.0 I MIA
I +5 .0
+
.0
fr F
KURT BALTHAZOR
FLORIDA P.E.
156533
Lz
a
3• -
SEE DETAIL
'c•
#5 x 2"
#8 x 2"
0
6' -1
3•
SEE DETAIL
- E.
- 3.
6'
_
3• 3.
3•
� 3•
I I I
16• - 6• —I
6• 6.
3• —
m
0
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w
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#10 x 5/8"
#10 x 5/8"
#10 x 2-1/2" /%10 x 1"
//10 x i"
//10 x 5/8'
DETAIL "C"
//8 x 2"
DETAIL "E" ASTRAG,�
ATTACH ASTRAGAL RETAINER BOLT
STRIKE PLATE TO FRAME
AS SHOWN.
l
I
JP Q/S THRESHOLD
OL OL
EE DETAIL
6•
QTH
STRAGAL RETAINER BOLT HOLE
ST BE DRILLED THROUGH
E THRESHOLD & INTO THE
RUCTURE DEEP ENOUGH
R A 1.375" THROW
DETAIL "F" ASTRAGAL
8
n
a co
�oS
O
Q � J
� CL
In U
0) F
SEE DENL
'C' SHI. 2
ATTACHMENT DETAi
1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED,
SIGNED AND SEALED BY ROBERTO LOAAS, PE
(FLORIDA #62514) WITH THE LOWEST (LEAST)
FASTENER RATING FROM THE DIFFERENT FASTENERS
BEING CONSIDERED FOR USE. JAMB, HEAD, AND
THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE
#10 WOOD SCREWS, 1/4" TAPCONS, AND #10 TEK SCREWS.
A PHYSICAL SHIM MUST BE PLACED IN SHIM SPACE AT EACH
ANCHOR LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2
WOOD SCREW EDGE DISTANCE MIN 3/4". TEK SCREW EDGE
DISTANCE MIN 1/2'.
0
U
h SEE
W
3'
1MM i.
0.25'
SHIM
DL _I 1_
TYPICAL MASONRY
ANCHOR INSTALLATION
ANCHORING INTO STEEL STRUCTURE MUST BE SUFFICIENT TO
ACHIEVE 3 THREADS MINIMUM BEYOND STEEL INTERIOR SURFACE. _
1.50
THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM MIN
ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT
OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE
MINIMUM EMBEDMENT OF 1-1/4".
WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO
TRANSFER LOADS TO STRUCTURE.
MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 155 LBS.
1.-KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND
SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED
AT 5-1/2" CENTERLINE.
12. 4" X 4" FULL MORTISE BUTT HINGES.
1'XV2' CORRUGATED d1DX2' WOOD SCREW
3' MOM EACH END 6' FROM EACH END
MN I 4 AND 7' OC AND 12' OC
_ 0..2X5"
g
SHIM ACRYLIC
LATEX
CL —I _ CAULK
Ac vEELLIc �
CAULK CL
1X BUCK MASONRY COMBINATION WOOD COMBINATION WOOD
ANCHOR INSTALLATION MULLION (BOXED) MULLION (BOXED)
1.25'
4AX
TYPICAL WOOD BUCK
ANCHOR INSTALLATION
(SWO6D SCREWS•
EACH END
0
INTEGRAL WOOD
MULLION (CHS)
14W000 SCREiYS•
EACH END
®a
INTEGRAL WW
MULLION (CHS)
W:
-T5
P.
1' wsAATEn Dues
0.131' I T SIRENC Mm
OCCORAU�E INSERT
0.000• SAREX (NM I11201,11)
(CPUONµ)
0.131' HW BIRp HMED�
BUM, ipW, Op uS& SPACER
1/2' BI1E
f�.
W0 pB!
^(��
COM pd5
'.OR
CDR
TYPICAL
GLADNG DETAI
IMPACT
RATED GLASc
r INslutm DIA55
O.I21' HFAT SiRQIGIHEX♦D
BECWIATIVE wSERT
0.000'(NM 10-13D1,11)
(OT
OA24'
.12f NEAT SIgfHGIHENfD�
�,M2r4'
1E11P,
BUM P . m NEtµ SPACER
1/Y mm
DON pp5
"`�Y :`
WN pG5
WEBIOB
YI(E819B
ALT RNA7GLAZING
IMPACT
QUAIL
c
RATED GLA
1-III IXSIq.AIED CAS$
0,121 HMT 51flENDIHQ.£D INTERNµ WXIBUI
0.000' S u (NM 15-1201.tt)
(OPTONAI)
OA20 HM BIREPG11MM
.0121' TEIIP.
NETµ SPACEA
1/2' w1E
OC1 995
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{pyl 0 N0 TAPE
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IIQEBIPB
GLAZNG DETAIL
IMPACT RATED GLASS
W.
a
Florida Building Code Online
Page 1 of 3
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a
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RECE
PmOuct Approval Menu >Product Or Aov-raTan5
art11>Aoollmnon I Ist>Appllutlan neNll
FL#
FL22513-R2
APR 29 Z019
'
Application Type
Revision
Code Version
2017
ST. Lucie County, Permitting
Application Status
Approved
-Approved by DBPR.
Approvals by DBPR shall be reviewed and ratified by
the POC and/or the Commission If necessary.
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
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
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
IN
Masonite International
1955 Powis Road
West Chicago, IL 60185
(800) 663-3667
sschrelber@masonite.com
Steve Schreiber
sschreiber@masonite.com
Exterior Doors
Swinging Exterior Door Assemblies
Certification Mark or Listing
SCANNE®
By
St Luce County
National Accreditation & Management Institute
National Accreditation & Management Institute
Standard
TAS 201
TAS 202
TAS 203
Method 1 Option A
04/16/2018
04/18/2018
04/24/2018
Year
1994
1994
1994
Florida Building Code Online
Page 2 of 3
Summary of Products
- FL#
-Model—Number or Name
-Description
22513.1
HPC Wood -edge Steel Side -Hinged
6'-8" Glazed I/S or O/S Single or Double Door w/ or w/o
Door Unit
Sidelites
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: Yes
FL22513 R2 C CAC NI013747 01-R1 odf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: No
06/30/2021
Design Pressure: +50/-50
Installation Instructions
Other: Evaluated for use in locations adhering to the Florida
FL22513 R2 II FL0212 odf
Building Code, including the High Velocity Hurricane Zone,
Verified By: National Accreditation & Management Institute
and where pressure requirements do not exceed the design
Created by Independent Third Party:
pressures listed. 12'-0" x 6'-e" max nominal size. When
Evaluation Reports
Impact resistance is required, hurricane protective system is
FL22513 R2 AE 514008 odf
required. Door top rails stamped "HPC". See OWG-MA-FL0212
Created by Independent Third Parry: Yes
for details.
22513.2
Woad -edge Steel Side -Hinged Door
8'-0" Opaque I/S or O/S Single Door Unit
Unit
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: Yes
FL22513 R2 C CAC N1013747 04 odf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: Yes
06/30/2021
Design Pressure: +70/-70
Installation Instructions
Other: Evaluated for use in locations adhering to the Florida
FL22513 R2 II FL0215.udf
Building Code, including the High Velocity Hurricane Zone,
Verified By: National Accreditation & Management Institute
and where pressure requirements do not exceed the design
Created by Independent Third Party:
pressures listed. T-0" x W-0" max nominal size. When impact
Evaluation Reports
resistance is required, hurricane protective system not
EL22513 R2 AE 514009 df
required. See DWG-MA-FL0215 for details.
Created by Independent Third Party: Yes
22513.3
Wood -edge Steel Side -Hinged Door
8'-0" Opaque I/S Single or Double Door w/ or w/o Sidelites
Unit
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: Yes
FL22513 R2 C CAC N1013747 04 df
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: Yes
06/30/2021
Design Pressure: +451-50
Installation Instructions
Other: Evaluated for use in locations adhering to the Florida
FL22513 R2 II FL0215 odf
Building Code, including the High Velocity Hurricane Zone,
Verified By: National Accreditation & Management Institute
and where pressure requirements do not exceed the design
Created by Intlependent Third Party:
pressures listed. 12'-0" x 8'-0" max nominal size. When
Evaluation Reports
impact resistance is required, hurricane protective system not
. FL22513 R2 AE 514007 odf
required on opaque panels, but is required on glazed
Created by Independent Third Party: Yes
sidelites. See DWG-MA-FL0215 for details.
22513.4
Wood -edge Steel Side -Hinged Door
8'-0" Opaque O/S Single or Double Door w/ or w/o Sidelites
Unit
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: Yes
FL22513 R2 C CAC N1013747 04 df
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: Yes
06/30/2021
Design Pressure: +50/-45
Installation Instructions
Other: Evaluated for use in locations adhering to the Florida
FL22513 R2 lI FL0215.pdf
Building Code, including the High Velocity Hurricane Zone,
Verified By: National Accreditation & Management Institute
and where pressure requirements do not exceed the design
Created by Independent Third Party:
pressures listed. 12'-0" x 8'-0" max nominal size. When
Evaluation Reports
impact resistance is required, hurricane protective system not
FL22513 R2 AE 514007 df
required an opaque panels, but is required on glazed
Created by Independent Third Parry: Yes
sidelites. See DWG-MA-FL0215 for details.
22513.5
Wood -edge Steel Side -Hinged Door
8'-0" 3/4-Lite Glazed I/S or O/S Single or Double Door w/ or
Unit
w/o Sidelites
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: Yes
FL22513 R2 C CAC NI013747 06 odf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: No
06/30/2021
Design Pressure: +40/-40
Installation Instructions
Other: Evaluated for use in locations adhering to the Florida
FL22513 R2 lI F1.0217 odf
Building Code, including the High Velocity Hurricane Zone,
Verified By: National Accreditation & Management Institute
and where pressure requirements do not exceed the design
Created by Independent Third Party:
pressures listed. 12'-0" x II max nominal size. When
Evaluation Reports
impact resistance is required, hurricane protective system is
FL22513 R2 AE 514007 odf
required. See DWG-MA-FL0217 for details.
Created by Independent Third Party: Yes
22513.6
Wood -edge Steel Side -Hinged Door
6'-8" Opaque I/S or O/S Single Door
Unit
Florida Building Code Online
Page 3 of 3
Limits of Use
Certification Agency Certificate
Approved for use In HVHZ: Yes
FL22513 R2 C CAC N7013747-Ri.Ddf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
--Impact Resistant: -Yes— ---06/30/2021--
-- -
Design Pressure: +701-70
Installation Instructions
Other: Evaluated for use in locations adhering to the Florida
FL22513 R2 11 FL021I.odf
Building Code, including the High Velocity Hurricane Zone,
Verified By: National Accreditation & Management Institute
and where pressure requirements do not exceed the design
Created by Independent Third Party:
pressures listed. 3'-0" It 6'-8" max nominal size. When Impact
Evaluation Reports
resistance is required, hurricane protective system not
FL22513 R2 AE 514010.odf
required. See DWG-MA-FL0211 for details.
Created by Independent Third Parry: Yes
22513.7
Wood -edge Steel Side -Hinged Door
6'-8" Opaque 1/S or O/S Single or Double Door w/ or W/o
Unit
Sidelites
-Limits-of Use
Certification Agency Certificate
Approved for use in HVHZ: Yes
FL22513 R2 C CAC N1013747-R3 odf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: Yes
06/30/2021
Design Pressure: +55/-55
Installation Instructions
Other: Evaluated for use in locations adhering to the Florida
FL22513 R2 11 FL0211.odf
Building Code, including the High Velocity Hurricane Zone,
Verified By: National Accreditation Its Management Institute
and where pressure requirements do not exceed the design
Created by Independent Third Party:
pressures listed. 12'-0" x 6'-8" max nominal size. When
Evaluation Reports
Impact resistance is required, hurricane protective system not
FL22513 R2 AE 514008.Ddf
required an opaque panels, but is required on glazed
Created by Independent Third Party: Yes
sidelites. See DWG-MA-FL0211 for details.
22513.E
Woad -edge Steel Side -Hinged Door
6'-8" 3/4-Lice Glazed I/S or O/S Single or Double Door w/ or
Unit
w/o sidelites
Limits of Use
Certification Agency Certificate
Approved for use In HVHZ: Yes
FL22513 R2 C CAC N1013747 03-R1 odf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: No
06/30/2021
Design Pressure: +50/-50
Installation Instructions
Other: Evaluated for use in locations adhering to the Florida
FL22513 R2 11 FL0214 odf
Building Code, including the High Velocity Hurricane Zone,
Verified By: National Accreditation & Management Institute
and where pressure requirements do not exceed the design
Created by Independent Third Party:
pressures listed. 12'-0" x 6'-8" max nominal size. When
Evaluation Reports
impact resistance is required, hurricane protective system is
FL22513 R2 AE 514008.odf
required. See DWG-MA-FL0214 for details.
Created by Independent Third Party: Yes
Back Pert
correctUs :: 2601 flair Stone Road. Tallahassee R 32399 Phone' 850-Q7-1824
The state of Honda Is an AA/EW employer. Cowriaht 2007-2013 state M Florida,:: Peva�natement:; Accessibility Statement:: Refund statement
Under Florida law, email addresses are public nomads. If you do not want your a -mall address released in response to a public -records request, do not send electronic
it to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395.'Pursuant to Section 455.275
(1), Florida statutes, effective October 1, 2012, licensees licensed under chapter 455, F.S. must provide the Department with an email address if they have one. The
emalls provided may be used for official communication with the licensee. However email addresses am 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 Cho pier 455, F.s., please
click here .
Product Approval Accepts:
$cCttI P i i ym F.'rit I cs
NOTICE OF PRODUCT CERTIFICATION
Company: Masonite International Corporation Certification No.: N1013747-RI
1955 Powis Road Certification Date: 06/08/2017
a _ West Chicago, IL 60185 Expiration Date: 06/30/202;
Revision Date: 04/13/201
Product: Wood -Edge Steel Opaque Inswing or Outswing Door w/Non-Impact Rated Sidelites
(w/Wood Frame unless noted)
Specification: TAS 201/2021203-94
Impact: Large Missile Impact Rated Non -Impact Glazing: Insulating Glass (Tempered)
The "Notice of Product Certification" is only valid if the NAM[ Certification Label has been applied to the product as described within this document. The certification
label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within
NAMPsCertified Product Listing atwww.Namirertifiratinn_rnm NAMPc!n.H{ N U. :-......--A:a ,.a"_.m..-.__:___,.._..___. ... ... . .... ..
Inswing
Glazed
._-.... • .. -•.••
- "--•-...�-..�......
........ o«r �unw
" . uc numr
read rxaudrrLr Standards Institute AlNw .
Configuration
Structural
Water
Missile
Test Report Number
or
or
Maximum
Design
Test
Impact
Drawing Number &
Outswin
Opaque
Size
Pressure
Pressure
Rated
Comments
X
I/S
Opaque
3'0" x 6'8"
+70/-70
0.0 psf
Yes
ATLNC: 1001.01-13
Single
Maximum Panel Sin:
X
O/S
Opaque
3'0"x 6'8"
+701-70
3.0psf
Yes
Anchor Details-DWG-MA-FL0211-17
ATLNC1001.01-13/W-1s57
Single
4.5 psf'
Maximum Panel Size: 3'0". 6'8"
7.50 psf—
Anchor Delails-DWG-MA-FL0211-17
XX
I/S
Opaque
6'0" x 6'8"
+551-55
0 psf
Yes
NCTL-210-2930-1
Double
Maximum Panel Sim: 3'0". 6'8"
Anchor Delails-DWG-MA-FL0211-17
XX
O/S
Opaque
6'0"x 6'8"
+551-55
3.0 psi'
Yes
NCTL.210-2930-1
Double
4.5 psf'
Maximum Panel Size: 3'0". 6'8"
7.50 psf
Anchor Details-DWG-MA-FL0211-17
XO/OX
I/S
Opaque Door
6'0" x 6'8"
+551-55
0 psf
Door -Yes
NCTL-210 2930-I
Single w/Sidelite
Glazed Sidelite
Sidelite-No
Maximum Panel Sin: 3'0" x 6'8"/Sidelite: 3'0"x 6'8"
Anchor Daudls-DWG-MA41_0211-17
XO/OX
O/S
opaque Door
6'0" x 6'8"
+55/-55
3.0 psf Door-Ycs
NCTL-210-2930-1
Single w/Sidelite
Glazed Sidelite
4.5 psf'
Sidelite-No
Maximum Panel Size: 3'0" x 6'8"/Sidelite: 3'0"x 6'8"
7.50 psf'
Anchor Details-DWG-MA-FL0211-17
OXO
1/S
Opaque Door
9'0" x 6'8"
+55655
0 psf
Door -Yes
NCTL-210-2930-1
Single w/Sidelites
Glazed Sidelite
Sidelites-No
Maximum Panel Sin: 3'0" x 6'8" /Sidelite: 3'0" x 6'8"
Anchor Delails-DWG-MA-FL0211-17
OXO
O/S
Opaque Door
9'0" x 6'8"
+551-55
3.0 psi'
Door -Yes
NCTL: 210.2930-1
Single w/Sidelites
Glazed Sidelite
4.5 psf'
Sidelites-No
Maximum Panel Sin: 3'0" x 6.8" /Sidelite: 3'0" x 6'8"
7.50psf'
Anchor Delails-DWG-MA-F1.0211-17
OXXO
1/S
Opaque Door
12'4" x 6'8"
+551-55
0 psf
Door -Yes
NC"I'L-210-2930-1
Double w/Sidelites
Glazed Sidelite
Sidelites-No
Maximum Panel Size: 3'0" x 6'8"/Sidelite: 3.0" 6'8"
Anchor Delails-DWG-MA-FI-021 I-17
OXXO
O/S
Opaque Door
12'4" x 6'8"
+55/-55
3.0 psi'
Door -Yes
NCTI: 210-2930-1
Double w/Sidelites
Glazed Sidelite
4.5 psf'
Sidelites-No
Maximum Panel Size: Yff" x WS"ISidelite: 3'0"
j� 6'8"
7.50 psf'
Anchor Details-DWG-MA-FL0211-17
ump er Outswing Threshold 2-Denotes ZScries Outsss'mg Threshold 3-111-Dam Outswmg Threshold 4-Pro T4 Threshold 5-HP Outswmj;Threshold
National Accreditation & Management institute, Inc./4794 George Washington Memorial Highway/Hayes, VA 23072
Tel: (804) 684-5124/Fax: (804) 684-5122
NAMI AUTHORIZED SIGNATURE: ��
nl MASONITE.
WOOD -EDGE STEEL DOOR UNIT
6'-8° DOUBLE DOOR WITH / WITHOUT SIDELITES
GFNFRAIy=
1. EVALUATED FOR USE IN LOCATIONS ADHERING TO
THE FLORIDA BUILDING CODE AND WHERE PRESSURE
REQUIREMENTS AS DETERMINED BY ASCE 7. MINIMUM
DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES,
DOES NOT EXCEED THE DESIGN PRESSURES LISTED,
2. HURRICANE PROTECTIVE SYSTEM (SHUTTERS) 5 NOT REQUIRED ON
OPAQUE PANELS, BUT IS REWIRED ON GLAZED SIDEUTES.
J. WHEN INSTALLED IN THE WIND-BORNE DEBRIS REGION,
EXCLUDING ME HIGH VELOCITY HURRICANE ZONE (HVH2),
HURRICANE PROTECTVE SYSTEM 5 NOT REQUIRED ON OPAQUE
PANELS OR PANELS WITH IMPACT GLASS, BUT IS REQUIRED
ON PANELS WITH NON -IMPACT CUSS.
4. POLYURETHANE CORE FLAME SPREAD INDEX OF 50
AND SMOKE DEVELOPED INDEX OF ED PER ASTM ES4,
5. PLASTICS TESTING:
SELF IGNITION TEMP
ASTM D1929
842 'F > SST, 'F
RATE OF BURNING
ASTM 063E
1.28 IN MIN
SMOKE DENSITY
ASM V2 43
70.2Z
TENSILE STRENGTH•
ASTM D638
I 1.BX OIFF
• WIRFARATNE TENSILE STRENGTH AFTER WEATHERING
4500 HOURS XENON ARC METHOD 1
14Y M. UAE FRAME YADTH
21" MAX 36.375' MAX.
D.L.O. PANEL WIDTH - 37.5" MAX. _
W/ASTRAGAL I I FRAME WIDTH
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W �
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WATER INFIL RAT N PERT MAN
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DESIGN PRESSURE
RATING
REQUIRED
TO BE 15X OF DESIGN PRESSURE
MAX WIDTH
IN WIN
U I
IN WINC
BUMPER 0
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4 0 5
HP B MP
X
7.5
a 0.0 -]0.0
+70.0 -7 .O
A
+ 0.0
-20.0
+30.0 - .0 + 0.0 - 0.0
+50.0 -50.0
+ 0.0 -50.0
X%
X
4
+55.
- 5.0
+ -
N A
+20,0
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+ .0' - 0.0 + .0 -50.0
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N A
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+20.0
-2 .
+ ,0 - 0.0
N A
N A
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112.
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N A
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- 0.
+ -J + 0.0 -50.0
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+55.0 - 5,
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KURT BALTHAZOR
FLORIDA P.E.
156533.
3' -
SEE DETAIL
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3• —
#5 x 2"
#8 x 2"
0
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6'
3
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#10 x 5/8"
#10 x 2-1/2" #70 x 1"
#10 x 1"
#10 x 5/8"
DETAIL "C"
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-SERIES• • • .•.� • 8 x•
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#8 x 2"
EI
DETAI I" A TRA A
ATTACH ASTRAGAL RETAINER BOLT
STRIKE PLATE TO FRAME
AS SHOWN.
6'
EE DETAIL
5.
ASTRAGAL RETAINER BOLT HOLE
MUST BE DRILLED THROUGH
THE THRESHOLD & INTO THE
STRUCTURE DEEP ENOUGH
FOR A 1.375" THROW
DETAIL "F" ASTRAGA
/8 x 1-1/0 PM
ra7�oe-•—'r�-� ,B�ve
TYPICAL GLAZING DETAIL
NON -IMPACT GLASS
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SEE DETAIL
"C' SHT. 2
ATTACHMENT DETAIL
1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED,
SIGNED AND SEALED BY ROBERTO LOAAS, PE
(FLORIDA #62514) WITH THE LOWEST (LEAST)
FASTENER RATING FROM THE DIFFERENT FASTENERS
BEING CONSIDERED FOR USE. JAMB, HEAD, AND
THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE
#10 WOOD SCREWS OR 1/4" TAPCONS. A PHYSICAL
SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR
LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2".
WOOD SCREW EDGE DISTANCE MIN 3/4".
e
0
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w
b
3' —1 c 6s3•-I
3" -�
MIN A
0..p2X5'
SHIM
CL
TYPICAL MASONRY
ANCHOR INSTALLATION
2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM
ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT
OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE
MINIMUM EMBEDMENT OF 1-1/4".
S. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO
TRANSFER LOADS TO STRUCTURE.
1. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 155 LBS.
6' 6' -
b
w
a
0
-
I
G H
II II
e
_
II I
i
a
).25'
�HNIM
TYPICAL WOOD BUCK
ANCHOR INSTALLATION
6' "1-I""L.L " lk A k 3" 1
HAR
1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND
SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED
AT 5-1/2" CENTERLINE.
2. 4" X 4" FULL MORTISE BUTT HINGES.
7'xio' CORRUGATED (jI0X2' WOOD SCREW
3' FROM EACH END 6" FROM EACH END
AND 7. OC AND 1E' OC
I
ACRYLIC
R CAULK
AUTE%G
CAULK - CL
I
COMBINATION WOOD COMBINATION WOOD
MULLION (BOXED) MULLION (BOXED)
(1OD SCREWS'
EACH END
INTEGRAL WOOD
MULLION (CHS)
b
ti
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m