HomeMy WebLinkAboutProduct Approval }
Florida Building Code Online �J
z
yy
�y ,,JJ
('lal{U��� liCi+'lil BCIS Home Log In User Registration Hot Topics ! Submit Surcharge I Stats&Facts Publications i FBC Staff ( BCIS Site Map Links Search
BusinesC,62
Frofessirra �Product Approval
- USER:Public User
31RI]
Regulation }��
fir— t ,.
1%�Ii k✓
Product Approval Menu>Product or Anplication Search>Application List>Application Detail (y
FL# FL15255-R1 MAY 0 C
lr�vr'L�,. t exv.
Application Type Revision ti
Code Version 2014 PER, ; t ie•i;_
Application Status Approved $t. Ll1G:C t:L'l:f1l;'t]
3
` 'Comments
Y Archived Q
Product Manufacturer Trinity Glass International
Address/Phone/Email 33615 1st Way S
Federal Way,WA 98003
V1 (253)875-7300
a ', rickw@rwbldgconsultants.com
o wa '?�iu�` r
�.,. Authorized Signature Vivian Wright
rickw@rwbldgconsultants.com
- Technical Representative
° Address/Phone/Email
3$7� -, s :.
�`� z � " Quality Assurance Representative
Address/Phone/Email
Category Exterior Doors
Subcategory Swinging Exterior Door Assemblies
° s Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional
Engineer
"' F "� ;.kcz • 0 Evaluation Report-Hardcopy Received
)> r yr t Florida Engineer or Architect Name who developed the Lyndon F.Schmidt,P.E.
Evaluation Report
Zi
x i #t
Florida License PE-43409
a Quality Assurance Entity National Accreditation and Management Institute
Quality Assurance Contract Expiration Date 12/31/2016
Validated By Ryan J.King,P.E.
st' + i , ❑� Validation Checklist-Hardcopy Received
Certificate of Independence FL15255 R1 CDI CERTIFICATE of INDEPENDENCE ndf
r -
F
Referenced Standard and Year(of Standard) Standard Year
?_ ASTM D1929 1996
ASTM D2843 1999
ASTM D635 2003
ASTM G155 2004
TAS 201,202,203 1994
Equivalence of Product Standards
Certified By
http:/ANn%w.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZIQRNoHTeKozNKWIIbCfMx3AWEBtqJRTL5r4g%3d%3d[6/30/2015 8:02:38 AM]
Florida Building Code Online
Florida Licensed Professional Engineer or Architect
FL7 5255 R1 Eauiv Eauivalencv Of Standards.odf
m Sections from the Code
ffi
Product Approval Method Method 1 Option D
Date Submitted 04/30/2015
Date Validated 05/01/2015
Date Pending FBC Approval 05/09/2015
e Date Approved 06/23/2015
va�
" ' Summa Of Products •_ -�
ry
Go to Page Page 1/2
00
m �
FL# el,Number or Name - Description Mod
15255.1 Ia.Fiberglass Door 6'8 Single Opaque"Impact"Fiberglass Door-Outswing Configuration(X)
Limits of Use Installation Instructions
s , � Approved for use in HVHZ:Yes FL15255 R1 11 Inst 15255:1.ndf
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 15255.1 for Design Pressure Ratings,any additional use FL15255 R1 AE Eval 15255.1.0
limitations,installation instructions and product particulars. Created by Independent Third Party:Yes
t 15255.2 b.Fiberglass Door, 6'8 Single Opaque"Impact"Fiberglass Door with"Impact"Sidelite or
Sidelites--Outswing Continuous Head and Sill Configurations(OX or XO;
y OXO)
' Limits of Use Installation Instructions
Approved for use in HVHZ:Yes 'FL15255 R1 11 Inst 15255,2.odFQ
Approve for usebutside HVHZ:Yes' Verified B Lyndon F.Schmidt,P.E.43409
{ Impact Resistant:Yes Created by Independent Third Party:.Yes
Design Pressure:N/A Evaluation Reports '
}h Other:See INST 15255.2 for Design Pressure Ratings,any additional use FLI5255 RI AE Eval 15255:2.DdF
limitations,installation instructions and product particulars. Created by Independent Third Party:Yes
15255.3 c.Fiberglass Door 6'8 Single Opaque"Impact"Fiberglass Door with"Impact"Sidelite or
Sidelites-Outswing Configurations(OX or XO;OXO)
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL15255 R1 If inst 1.5255.3.ndf
Approved for use outside HVHZ:Yes Verified BY: Lyndon ndon F.Schmidt,P.E.43409
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other:See INST 15255.3 for Design Pressure Ratings,any additional use FI.15255 Rl AE Eval 15255.3.Ddf
limitations,installation instructions and product particulars. Created by Independent Third Party:Yes
e, 15255.4 d.Fiberglass Door 6'8.Double Opaque"Impact"Fiberglass Door with or without,"Impact"
Sidelites-Outswing Configurations(XX;OXXO)
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FLi5255 R1 II Inst 15255.4.Ddf
Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409
Impact Resistant:Yes Created by Independent Third:Party:Yes
f r Design Pressure:N/A Evaluation Reports
Other:See INST 15255.4 for Design Pressure Ratings,any additional use FL15255 R1 AE Eval 15255A Ddf
z limitations,installation instructions and product particulars.,. Created by Independent Third Party:Yes.
15255.5 e.Fiberglass Door 6'8 Single Glazed"Impact"Fiberglass Door-Outswing Configuration(X)
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL15255 RS II Inst 15255.5.0f
Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409
Impact Resistant:Yes Created by Independent Third Party:Yes
n Design Pressure:N/A Evaluation Reports
Other:See INST 15255.5 for Design Pressure Ratings,any additional use FI_15255 R.1 AE Fval 15255.S.odf
ft limitations,Installation instructions and product particulars. Created by Independent Third Party:Yes
15255.E 7fiberglass Door , 6'8 Single.Glazed"Impact"Fiberglass Door with"Impact"Sidelite or
Sidelites-Outswing Continuous Head and Sill Configurations(OX or-XO;a, OXO)- "
1 Limits of Use Installation-Instructions
f{ Approved for use in HVHZ:Yes FL15255 RI iI Inst 15255.6.Ddf
Approved for use outside HVHZ.Yes Verified By:,Lyndon(..Schmidt,P.E.43409-
r I ^R Impact Resistant:Yes, Created by Independent'Third.Party:Yes,
Design Pressure:N/A Evaluation Reports
Other:See INST 15255.6 for Design Pressure Ratings,any additional use FI-15255 RI AE Eval 15255.6.Ddf
limitations,installation instructions and product particulars. Created by Independent Third Party:Yes
15255.7 g.Fiberglass Door 6'8 Single Glazed"Impact"Fiberglass Door with"Impact"Sidelite or
Sidelites-Outswing Configurations(OX or XO;OXO)
5 Limits of Use Installation Instructions
" a Approved for use in HVHZ:Yes FL15255 R1 II Inst 15255.7:odf
http://om,%v.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZIQRNoHTeKozNKWIIbC1Mx3AWEBtgJRTL5r4g%3d%3d[6/30/2015 8:02:38 AM]
r _
Florida Building Code Online
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 15255.7 for Design Pressure Ratings,any additional use F1.15255 R1 AF Evil 15255.7.Ddf
limitations,installation instructions and product particulars. Created by Independent Third Party:Yes
15255.8 h.Fiberglass Door 6'8 Double Glazed"Impact"Fiberglass Door with or without"Impact"
Sidelites-Outswing Configurations(XX;OXXO)
lLimits of Use Installation Instructions
Approved for use in HVHZ:Yes FL15255 R1 11 Inst 15255.8.Ddf
Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other:See INST 15255.8 for Design Pressure Ratings,any additional use FL15255 R1 AE Eval 15255.8.Dd
limitations,installation instructions and product particulars. Created by Independent Third Party:Yes
15255.9 i.Fiberglass Door 6'8 Single Opaque"Non-Impact"Fiberglass Door-Outswing/Inswing
Configuration(X)
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FLI52255 R1 It inst 15255.9.0f
Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409
Impact Resistant:No Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other:See INST 15255.9 for Design Pressure Ratings,any additional use FL15255 Rl AE FvaI 15255.9.n(If
limitations,installation instructions and product particulars. Created by Independent Third Party:Yes
15255.10 Fiberglass Door 6'8 Single Opaque"Non-Impact"Fiberglass Door with"Non-Impact"Sidelite
or Sidelites-Outswing/Inswing Continuous Head and Sill Configurations
r (OX or XO;OXO)
i
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL15255 RI II Inst 15255.10.ndf
Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409
Impact Resistant:No Created by Independent Third.Party:Yes
Design Pressure:N/A Evaluation Reports
Other:See INST 15255.10 for Design Pressure Ratings,any additional use FLIS255 RI AE Eval 152S5A0,Ddf
#` limitations,installation instructions and product particulars. Created by Independent Third Party:Yes
15255.11 k.Fiberglass Door 6'8 Single Opaque"Non-Impact"Fiberglass Door with"Non-Impact"Sidelite
or Sidelites-Outswing/Inswing Configurations(OX or XO;OXO)
Limits of Use Installation Instructions
. _. Approved for use in HVHZ:Yes F1...15255 RI It Inst 1.5255.1.1.Ddf
Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409
Impact Resistant:No Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports J
' Other:See INST 15255.11 for Design Pressure Ratings,any additional use FL15255 R1 AE Eval 15255.11.odf
limitations,installation instructions and product particulars. Created by Independent Third Party:Yes
15255.12 I.Fiberglass Door 6'8 Double Opaque"Non-Impact"Fiberglass Door with or without"Non-
Impact"Sidelites-Outswing/Inswing Configurations(XX;OXXO)
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL15255 RI 11 Inst 15255.12.Ddf
Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409
i" Impact Resistant:No Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other:See INST 15255.12 for Design Pressure Ratings,any additional use FL.1.52.55 R.1 AE Eva(1.5255.12.Ddf
limitations,installation instructions and product particulars. Created by Independent Third Party:Yes
(15255.13 �m.Fiberglass Door 6'8 Single Glazed"Non-Impact"Fiberglass Door with"Non-Impact"Sidelite
or Sidelites-Outswing/Inswing Continuous Head and Sill Configurations
a (OX or XO;OXO)
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL7.5255 R1 II List 152.55.13.Ddf
Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409
Impact Resistant:No Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other:See INST 15255.13 for Design Pressure Ratings,any additional use FL15255 R1 AE Fval IS255.13.ndf
limitations,installation instructions and product particulars. Created by Independent Third Party:Yes
or Sidelites-Outswing/Inswing Continuous Head and Sill Configurations
(OX or XO;OXO)
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL15255 RI II Inst 15255A4.ndf
Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409
Impact Resistant:No Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports.
Other:See INST 15255.14 for Design Pressure Ratings,any additional use FL15255 R1 AE Eval 15255.14.Ddf
limitations,installation instructions and product particulars. I Created by Independent Third Party:Yes
15255.15 0.Fiberglass Door 6'8 Single Glazed"Non-Impact"Fiberglass Door with"Non-Impact"Sidelite
or Sidelites-Outswing/Inswing Configurations(OX or XO;OXO)
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL15255 RI 11 Inst 15255.15.Ddf
Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409
W =� Impact Resistant:No Created by Independent Third Party:Yes
n' Design Pressure:N/A Evaluation Reports
Other:See INST 15255.15 for Design Pressure Ratings,any additional use FI-15255 R1 AE Eval 25255.15.Ddf
limitations,installation instructions and product particulars. I Created by Independent Third Party:Yes
15255.16 p.Fiberglass Door 68 Double Glazed"Non-Impact"Fiberglass Door with or without"Non-
Impact"Sidelites-Outswing/Inswing Configurations(XX;OXXO)
Limits
m I App oved for use in HVHZ:Yes Installation
52551 Instruction R1 11 Int 15255.16.Ddf
htip:/A%,%vw.floridabuiIding.org/pr/pr_app_dtl.aspx?param=wGEVXQNvtDgv3yVVKJZIQRNoHTeKozNKWIIbCfMx3AWEBtgJRTL5r4g%3d%3d[6/30/2015 8:02:38 AM]
Florida Building Code Online
Approved for use outside HVHZ:Yes Verified By:Lyndon F.h idt,.P.E.43409,
Impact Resistant:No Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other:See INST 15255.16 for Design Pressure Ratings,any additional use' FL15255 R1 A dal 15255.16.odf
limitations;installation instructions and product particulars. , Created by Independent Third Party:Yes' '
15255.17 q.Fiberglass Door 8'0 Single Opaque"Non-Impact"Fiberglass Door-Outswing/Inswing
^ r Configuration(X)
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL15255 Rt TI Tnst:15255.17.ndf
Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409
Impact Resistant:No Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other:See INST 15255.17 for Design Pressure Ratings,any additional use FI.15255 R1 AE Eval 15255.17.ndf
limitations,installation instructions and product particulars. Created by Independent Third Party:Yes
15255.18 r.Fiberglass Door 8'0 Single Opaque"Non-Impact"Fiberglass Door with"Non-Impact"Sidelite
Jor Sidelites-Outswing/Inswing Continuous Head and Sill Configurations
(OX or X0;OXO)
Iss Limits of Use Installation Instructions .
flc..d
Approved for use in HVHZ:Yes FI 15 55 R1 II Inst 1 5 55.19.odf
Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 _
Impact Resistant:No Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other:See INST 15255.18 for Design Pressure Ratings,any additional use FL15255 R1.AE Eval 15255.18.odf
limitations,installation instructions and product particulars. I Created by Independent Third Party:Yes
15255.19 s.Fiberglass Door 8'0 Single Opaque"Non-Impact"Fiberglass Door with"Non-Impact"Sidelite
or Sidelites-Outswing/Inswing Configurations(OX or XO;OXO)
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL15255 RI TI Tnst 15255.19.odf
w Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409
Impact Resistant:No Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other:See INST 15255.19 for Design Pressure Ratings,any additional use FL15255 R1 AE Eval 15255.19.odf
limitations,installation instructions and product particulars. 1 Created by Independent Third Party:Yes
15255.20. t.Fiberglass'Door 8'0 Double Opaque"Non-Impact"Fiberglass Door with or without"Non-
Impact"Sidelites-Outswing/Inswing Configurations(XX;OXXO)'
Limits of Use Installation Instructions`
Approved for use in HVHZ:Yes FI 15255 R1 IT List 1.5255.20.ocl
Approved for use.outside HVHZ:Yes- Verified By:Lyndon F.Schmidt,P.E..43409'
Impact Resistant:No. Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports, , .
Other:See INST 1525520 for Design Pressure Ratings,any additional use FL15255 R1 AE Eval 15255.20.pdf
limitations;installation instructions and product particulars. Created by Independent Third Party:Yes,
c�
;Got.°Page ,, • yr Pagel/2 .W
F ,
.. v'4 -
Contact Us::1940 North Monroe Street,Tallahassee FL 32399 Phone:850-487-1824
The State of Florida Is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement
-
' Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail
to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),
r 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 emails
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
r ` provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here.
Product Approval Accepts:
® ® e(iftc•Lk M
securitv.inTitics
xE. • 1
http:/h%,%vw.floridabuilding.org/pr/pi_app_dti.aspx?param=wGEVXQwtDgv3yVVKJZIQRNoHTeKozNKW IIbCfMx3AWEBtgJRTL5r4g%3d%3d[6/30/2015 8:02:38 AM]
R W R W Building Consultants, Inc.
BConsulting and,Engineering Services for the Building Industry
C P.O.Box 230 Valrico,FL 33595 Phone 813.659.9197
Florida Board of Professional Engineers Certificate of Authorization No.9813
Certificate of Independence
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 in the accompanying Florida Product Approval.
L
Lyndon F. Schmidt, P.E.
FL No.43409
April 1,2015
i
R:1Admin DocsTBC TemplateslCertificate of Independence.doc Sheet I of 1
R W R W Building Consultants, Inc.
BConsulting and Engineering Services for the Building Industry
C P.O.Box 230 Valrico,FL 33595 Phone 813.659.9197
Florida Board of Professional Engineers Certificate of Authorization No.9813
March 12, 2015
To Whom It May Concern:
FL-15255 Equivalency of Standards
ASTM D 635-03 Equivalent to ASTM D 635-06
The products referenced in this Product Approval have been tested in accordance with ASTM D 635-03. It has
been determined by Lyndon F.Schmidt,P.E.and RW Building Consultants, Inc.that ASTM I)635-03 is
equivalent to ASTM D 635-06,which is the reference standard and year that has been adopted by the 5th
Edition(2014) Florida Building Code.
ASTM G 155-04 Equivalent to ASTM G 155-05a
The products referenced in this Product Approval have been tested in accordance with ASTM G 155-04. It has
been determined by Lyndon F. Schmidt,P.E.and RW Building Consultants,Inc.that ASTM G 155-04 is
equivalent to ASTM G 155-05a,which is the reference standard and year that has been adopted by the 5th
Edition(2014) Florida Building Code.
0���u"v�fid9kSg,Pg
�®0 aJ41'�rtti'� 84
O O J\lo 43409
Lyndon F. Schmidt P.E. STATE OF :+1
FL No. 43409 .��,�;ti n . a B�p`ti?.."C' 1�
CA No. 9813 `�,� 5'10gr �
�f�racua�z��
TRINITY GLASS
xs I N T E R N A T G O N A L ��' ' _ * Am, -0
Ul
00
37.50"MAX.OA. �v" ryGJ;� M
_.?S:,c,'i `•,n_r;:f:';c�.`r;.b...,, FRAME WIDTH ����•'•........••• ��� >j`°m
M
H� o M 00 z
a N� 0 oiq
aEa Az.0 .11
GLAZED FIBERGLASS DOOR �,'^ M a a 2
INSWING / OUTSWING E rW
"NON-IMPACT'
z
GENERAL NOTES o o
1• This product has been evaluated and is in compliance with the 5th Edition(2D14)Florida Building w 0 V o z
Code(FBC)structural requirements including the"High Velocity Hurricane Zone"(HVHZ).
2 a] �W
w w O ¢�
2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base O w w
material shall be beyond wall dressing or stucco. z -ct
3. When used in the"HVHT'this product is required to be protected with an impact resistant covering bo� d
that complies with Section 1626 of the FBC. a w
co o a a
N 4. When used in areas outside of the"HVHT"requiring wind borne debris protection this product is
required to be protected with an impact resistant covering that complies with Section 1609.1.2 of the m
FBC.
5. For 2x stud framing construction,anchoring of these units shall be the some as that shown for 2x buck
masonry construction.
a
3 6. Site conditions that-deviate from the details of this drawing require further engineering analysis by a Z
o licensed engineer or registered architect, w o
7. Outswing configuration using threshold item#25 meet water infiltration requirements for"HVHZ". c
8. Inswing configurations and outswing configuration using threshold item#27 do not meet the water w
Infiltration requirements for the"HVHZ"and shall be installed only in non-habitable areas or at Q
R habitable locations protected by an overhang or canopy such that the angle between the edge of ? s
i canopy or overhang to sill is less than 45 degrees. -
TABLE OF CONTENTS MAX DESIGN PRESSURE(PSF), DESIGN PRESSURE(PSF) o
a SHEET# DESCRIPTION FRAME JAMB TYPE FLUSH GiAIED`FRAME LIP LITE GLAZEDFRAME o i
1 Typical elevations,design pressures&general notes DIMENSION POSITIVE NEGATIVE-: POSITIVE NEGATIVE; ^Z
v O D
2 Door panel details-flush glazing - a
F DATE 2/27/12 i
W 3 1 Door panel details-lip lite glazing W00D +70.0 -70.0 +47.0 5C"0F`
47.0 N.T.S.
4 Horizontal cross sections
5 Vertical cross sections 37,50"x 81.88" PVC MO.BY.. JK m'
6 Buck and frame anchoring +60.0 -60.0 +47.0 -47.0 CHK BY. LFS 3
7 Components FIBERGLASS/COMP a
DRAVANG No.:
8 Bill of materials FL-15255.13 "
c
0
- SHEET_L OF H N
i
C
PVC STILE G3 G1 EXTERIOR LOCK BLOCK--- PVC STILE CAP PVC COMPOSITE * `f
API 1.58" DOOR SKIN 2.48" --1.58"--I N vFi TOP RAIL
r
In o * •��
z ON
} __ Y :gam`F corm')
I a r ai a0 Z
I (—LVL STILE -
I�—0.10" FOAM CORE INTERIOR SEE NOTE 2 LVL STILE p.l p" LVL RAIL o v i o z°c¢i
C Ern Z. m
HORIZONTAL CROSS SECTION o a °d a
2 ° ya m dam
NOTES: DOOR SKIN = c Zo
1/7'GLASS BITE — E v°
35.75"MAX. l. Spacing for life frame screws is as follows: o J�a
PANEL WIDTH HOT MELT SEALANT— 1"O.A.THK GLASS Top/Bottom:2-3/4"from each comer and
EXTERIOR LITEFRAME equally spaced thereafter(4 total)
21,pp" 1/8"TEMPERED Sides:2-3/4"from each comer and
MAX.D.L.O. a I GLASS equally spaced thereafter(8 total) J J
AIRSPACE ? �Z
rn o�
/ I 116JEMPERED G3 GlAf
a�
#8 X 1-1/2"PPH SMS ALUMINUMGLASS
1 (SEE NOTE I) EXTERIOR INTERIOR o�
v BUTYLSPACER
2 INTERIOR UTE FRAME o
3 GF GLAZING DETAIL ~
v
Flush Ute Frame a a
Ed
--1/7'GLASS BYTE m
X
rL p HOT MELT SEALANT 1"O.A.THK GLASS L
EXTERIOR LITE FRAME rn
O
N SEE 1/8"TEMPERED GLASS U) SEE NOTE 1
0
rn DETAIL 1 AIRSPACE rn
1/8"TEMPERED GLASS
W
PPH SMS
ALUMINUM&BUTYL �11 °
#8 X 1-1/2"
LL (SEE NOTE 1) SPACER SYSTEM e
1 0 INTERIOR LITEFRAME GLAZING DETAIL T 1 G3 Mahogany Lite Frame Fn t\ �)
Is. LVL RAIL ^o N
2 LLI _
a2 1•S' 1.21 DETAIL 1 I o
PVC COMPOSITE z =
FIBERGLASS DOOR _ TT t: °
4O with FLUSH GLAZING ! HARDWARE CHART BOTTOM RAIL DATE; 2/27/12 i
z m
w
MEf N.rs.
Oba MANUFACUER DWG.Dr: JKFIBERGLASSDOORSKIN:MIN.0.079"THK.
FOAM CORE MATERIAL,POLYURETHANE m
.-- / 1 VERTICAL CROSS SECTION cHw BY: LFS 3
KWIKSET KNOB: SIGNATURE SERIES 2 CHV BY Na.: N
MAHOGANY LITE FRAME FLUSH LITE FRAME DEADBOLT: SIGNATURE SERIES(980) FL-15255.13
ABS or PC/ASA ABS or PC/ASA ro
SHEET 2 OF j—
O
V
K
EXTERIOR
PVC CAP DOOR SKIN STILE LOCK BLOCK PVC STILE CAP .......... ;9 1,
c -n...
1W— x
PVC 70P RAIL 6
z 0 oa
u c;
LVL RAIL %
z
C5
C
LVIL STILE LVLSTIUE —
FOAM CORE G2 SEE NOTE I -2�
INTERIOR
0.3 11 C^,
In 5 q-o mm
m 2 a.
HORIZONTAL CROSS SECTION 1PANEL
DOOR SKIN
E o z
m
35.75'MAX. c tj
WIDTH3a:
21.00"
MAX.D.L.O.
UP LITE FRAME En
:S
AM or PC/ASA
HOT MELT SEALANT I/7'GLASS BYTE
52 EXTERIOR INTERIOR < 60:3
I"O.A.THKGLASS W c�
EXTERIOR LITE FRAME
G2
1/8"TEMPERED GLASS
AIRSPACE
O
ry z I/B-TEMPERED GLASS ti
#8 X 1-1/7PPH SMS ALUMINUM&BUTYL SEE NOTE I
X
(SEE NOTE 1) SPACER SYSTEM
INTERIOR LITE FRAME FOAM CORE z
SEE
61 GLAZING DETAIL i7i
's 0
COO DETAIL I GLAZING
DE
i. LIF
LIP LIE FRAME�E
ABS or PC/ASA
cli DETAIL I
aIX
z<
MANUFACTURER. ............... . ..........................
MODEL ........... .........
:2. . .1
LVI-RAIL--,,
...........
2
z
KWIKSET KNOB: SIGNATURE SERIES 1zj I u
3
DEADBOLT, SIGNATURE SERIES(980) PVC BOTTOM RAIL 1 DATE.. 2127112 oz
A
"GLASS DOOR PANEL SCLE-. N.T.S. ol
thUPLF
EGLAZING NOTE: M.BY. JK m
1.Spacing for lite frame screw is as follows: CHK.BY. LFS
FIBERGLASS DOOR SKIN:MIN.0.075?'THK. Top and Bottom:Z'from each comer and at centerline(3 total) rc
FOAM CORE MATERIAL:POLYURETHANE K-2'�VERTICAL CROSS SECTION DPAW NC NO.:
Sides:Z'frorn each comer and equally spaced thereafter(8 total) FL 15 55.13
0
SHEET_23 OF
R:\Clients\Trinily PERMANENT\Florida Product Approvals\FL-15255\C-Drawings\FL-15255\FL-1S25513.16.dwg,4.5
zZ
° d
. n °
A < d °.
' d
Lo 0
a — n
�H
0 m N
O
�y N
CD
< W a
a p O
A
O
bt C4 A `
0 O
Cn rr
A W
W
O O 1
rnR Z
�H �
O Xo
Qn
q;a _ N
02 N
N W
T N
W m
A
r1l O Z z
n �z
N y p (n r • —
A N W m X y
O Z m
v ° d ..
�O
z �
0n A -r 0
f0
y
fo N
p � a
a O e
a �
m � m • .4° . . a
o a
v
' m- ``111111111fff2j'
Z
No.43409
i4 y PRODUCT: Document,Prepared 6y: ~
r i e i TRINITY GLASS INT'L Lyndon F. Schmldh ........ G��gyp ROFi101::'6��
1 n N P.E. No. 43409
I'l'' Sn a •. z N ffflllllll\11\
PART OR ASSEMBLY: %my' BUILDING CONSULTANTS, INC.
I� En of N 1 03/02/15 UPDATE TO 5TH ED. (2014) FBC JK V�+ P.O. Box 230, Valrico, FL 33595
CANO. DATE BY JK HORIZONTAL CROSS SECTIONS phone No.: 813.659.9197
/.�._. REVISIONS FBPE C.A. No. 9813
0 201 2 R.W.BUILDING CONS-ANTS \
11 � • ,
R:\Clients\Trinity PERMANENT\Florida Product Approvals\FL-15255\C-Drawings\FL-15255\FL-1525513-16.dwg,5.5
M
�rn m
Do °' 50, p
0-
�70 ,c m. a
O N Z 44
fly Z 22 N
n m
1 G.
m
14 C'SINK I
n (TYP.) I c.
1-114, IN. o A n
EMB. P.) '
hsA n," r
0 m " 1-IM MIN. ^
>a EMB.(TYP.)
n
o A4
N N Z
y - �
T .Zm7
Q
m Z 4 =Y A
.t.
N
1 V
�rn O
1-114°MIN. sn �_ D
o EMB.(TYP.) Q
4 O T
ep
o m Cr a
0
Do
O
Z " y "
-o
A N
1-1/4"MIN.
EMB.(TYP.) W EMB.(TYP.J
No.43409
'n ^ Fl PRODUCT: Document.P-per.d By:
TRINITY GLASS INTL Lyndon F. Schmidt ���� '�ORIGf••'��`���
IK 2 N P.E. No. 43409 ''/Ss�Q�Af.I; `
� \
D Ln
N, •• PART OR ASSEMBLY: /m{ BUILDING CONSULTANTS, INC.
�t �' cn 1 03 02/15 UPDATE TO 5TH ED. (2014) FBC JK V P.O. Box 230, VDlrico, FL 33595
h ro N0. DATE BY VERTICAL CROSS SECTIONS Phone No.: 813.659.9197
w
- REVISIONS FBPE C.A. No. 9813
C92012 R.W.BUILDING CONSULTANTS! /^\
SEE HINGE _T
4 DETAIL 1 a. 6„(TYP.) ��
AW
WAZ r`F QS o a
_ I i�•' -1 ¢L A'n
D v 2X BUCK •........•'�ego� >>° m
TYP.HEAD F 1XBUCK ifiir*P�� `� N z
AND JAMBS — o
TYP.HEAD o g� °z_ m m.
AND JAMBS 9
2X BUCK g c.f 2X BUCK 'm a a a.
MO 9 �
0
� �.E
oz
�TW
DOOR o° a
r~
ci FRAME 22 l
0
SEE
MASONRY HINGE MASONRY
OPENING DETAIL OPENING m zz
N yQ
TYP.SILL 64 2X BUCK m
a P � o
M IX BUCK o
a a
'm
G 23
a
BUCK ANCHORING HINGE JAMB FRAME ANCHORING STRIKE JAMB STRIKE PLATE DETAIL N
c CONCRETE ANCHOR NOTES: Masonry construction W o_
° 1.Concrete anchor locations at the comers may be adjusted to maintain the min. 0
edge distance to mortarjoints. o
2.Concrete anchor locations noted as"MAX.ON CENTER"must be adjusted to
maintain the min.edge distance to mortarjoints,additional concrete anchors
may be required to ensure the"MAX ON CENTER"dimension are not exceeded. J 2X CK 1 2X BUCK a
3 Concrete anchor table o
a MIN CLEARANCE MIN CLEARANCE H 1 BUCK H 1XBUCK �'—
< ANCHOR :ANCHOR MIN z
TO MASONRY 20 ADJACENT cTYPE SIZE EMBEDMENT EDGE : ... ....:..ANCHORt.::i :11f
26 • •ITW ® 1/4" 1-1/4„ 2" N' 24 TAPCQN24 z D
DATE 2/27/12 iZULTRACON1/4" 1-1/4" 1ELCO " 4" 18 Sca!_ N_T.S.
a DWG.BY: JK m
® 3/161 1-1/4" 3" 1-1/2"
TAPCON DHN.Br: LFS 3
WOOD SCREW INSTALLATION NOTES: HINGE DETAIL I HINGE DETAIL 2 DRAN7NC NO:
1.Maintain a minimum 518"edge distance,I"end distance,&1"o.c.spacing of FL—75255.13 "
n wood screws to prevent the splitting of wood. N
SHEET 6 OF $
v
f
R:\Uients\Trinity PERMANENT\Florida Product Approvals\FL-15255\C-Drawings\FL-15255\FL-15255.13-16.dwg,7.5
1.25'
.x
m'c�
A 02
0.75'-J— o o
0.81"
� i x
1 t A
1.00"
1
-r
O
O
Ln y y
o• �x
Z
m
0 C
•o
H
o
o
eo
N
N
O y y y W
a o
O m
`t11L111i1//1j7
r
p ��� V.•''�jcEN�c• ��
No.43409
i x `E y $ PRODUCT: Dcoumonte Praparod By:i
TRINITY GLASS INT'L Lyndon F. Schmidt ���� �°RSOP.
I N P.E. No. 43409 i�tp8/ ``�
tNn r- -1 NAL
PART OR ASSEMBLY: �iD BUILDING CONSULTANTS, INC.
I� 1, !n N 1 03/02/15 UPDATE TO STH ED. (2014) FBC JK COMPONENTS (P.O. Box 230. Valrico, FL 33595
NO DATE BY
W Phona No.: 813.659.9197
REVISIONS FBPE C.A. No. 9813
2012 R.W.Bul—lNa CCN9UlTANT9 ���
.�``````.............ItIT
=r:
BILL OF MATERIALS J=Zn
REM# DESCRIPTION MATERIAL
A 1X BUCK SG>=0.55 WOOD z �`'�`�' o°'-
B 2X BUCK SG>=0.55 WOOD `i
�Y z o
C 1/4'MAX.SHIM SPACE
D 1/4"X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL �III I Itj, o on m z°
MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI I, U04
E CONCRETE m z m m o
E
301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 �t o w
F 1/4"X 3-3/4"PFH ITW CONCRETE SCREW STEEL a V) m a a m
H 1/4"X 3-1/4"PFH ITW CONCRETE SCREW STEEL v
J #9 X 2-1/4"PFH WS STEEL E o z
L #8 X 2-1/2"PFH WS STEEL o Twa
M 3/16"X 3-1/4' PFH ITW CONCRETE SCREW STEEL
P 1/4"X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL
1 JAMB(FINGER-JOINT PINE-SG>=0.42) WOOD
2 JAMB PVC co
3 JAMB FIBERGLASS/COMP y w
5 INSWING THRESHOLD ALUMINUM W/COMPOSITE SUBSTRATE ALUMINUM
6 DOOR BOTTOM SWEEP PVC m
8 #6 X 1-1/4 PFH DRYWALL SCREW STEEL w
12 WEATHER STRIP QEBD650 Q-LON
J
18 3.983"X 4.0"HINGE MIN 0.098"THICK STEEL m
19 SILLKEY PC/ASA g
22 DEADBOLT STRIKE PLATE STEEL a a
23 LATCH STRIKE PLATE STEEL ig>-
24 #9 X 5/8"PFH WS STEEL
25 OUTSWING HIGH-DAM THRESHOLD ALUMINUM W/COMPOSITE SUBSTRATE ALUM./COMP.
26 #9 X 1.0"PFH WS STEEL
27 OUTSWING THRESHOLD ALUMINUM W/COMPOSITE SUBSTRATE ALUM./COMP.
a
LL 40 DOOR PANEL-SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS -
64 #8 X 2"PFH WOOD SCREW STEEL o 0
W
y� W
U
O
ti
m � 1
o
W F
Q 0 Q
a
M�n z
^O 2
z
o DATE: 2/27112 =
Z
SCALE: N.T.S.
z
DWG.BY: JK m
a CNK.BY: LFS r
DRAWING NO.:
FL-15255.13
N
SNEET B OF S �
of
t
R W R W Building Consultants, Inc. J"
B Consulting and Engineering Services for the Building Indushy
C P.O.Box 230 Valrico,Fl,33595 Phone 8t3.659.9197
Florida Board or Professional Engineers Certificate orAulhorization No.9813
EvaluationProduct Report ReportI
Date. May 1,2015
Product Sub Category Manufacturer Product Name
Category
Trinity Glass International Glazed Fiberglass Door
Exterior Swinging
Exterior Door 4621 192nd St.East InswinglOutswing
Doors Assemblies Tacoma,Washington 98446 "Non-Impact"
Phone 235-875-7300 Facsimile 235-875-7301
Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc.and Lyndon F.Schmidt, P.E.(System ID#
1998)for Trinity Glass International based on Rule Chapter No.61 G20-3,Method 1 D of the State of Florida Product
Approval,Department of Business&Professional Regulation.
RW Building Consultants and Lyndon F.Schmidt,P.E.do not have nor will acquire financial interest in the company
manufacturing or distributing the product or in any other entity involved in the approval process of the product named
herein.
Limitations:
1. This product has been evaluated and is in compliance with the 5th Edition(2014)Florida Building Code(FBC)structural requirements
including the"High Velocity Hurricane 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 the"HVHZ"this product is required to be protected with an impact resistant covering that complies with Section 1626 of
the FBC.
4. When used in areas outside of the"HVHZ"requiring wind borne debris protection this product is required to be protected with an
impact resistant covering that complies with Section 1609.1.2 of the FBC.
5. For 2x stud framing construction,anchoring of these units shall be the same as that shown for 2x buck masonry construction.
6. Site conditions that deviate from the details of drawing FL-15255.13 require further engineering analysis by a licensed engineer or
registered architect.
7. Outswing configurations using threshold item#25 meet water infiltration requirements for"HVHZ".
8. Inswing configurations and outswing configurations using threshold#27 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 sill is less than 45 degrees.
9. See drawing FL-15255.13 for size and design pressure limitations.
Supporting Documents:
1. Test Report No. Test Standard Testing Laboratory Signed by
TEL 01470437 TAS 201,202,203-94 Testing Evaluation Lab.,lnc. Lyndon F.Schmidt,P.E.
TEL 06-0918-2 TAS 202-94 Testing Evaluation Lab.,lnc. Wendell W. Haney, P.E.
TEL 08-01370020 TAS 202-94 Testing Evaluation Lab.,lnc. Wendell W. Haney,P.E.
TEL 02010411 ASTM G155-04,C158-02 Testing Evaluation Lab.,lnc. Lyndon F.Schmidt,P.E.
TEL 01470100 ASTM D1929-96 Testing Evaluation Lab.,lnc. Lyndon F.Schmidt, P.E.
TEL 01470099 ASTM D2843-99 Testing Evaluation Lab.,lnc. Lyndon F.Schmidt,P.E.
TEL 01470101 ASTM D635-03 Testing Evaluation Lab.,lnc. Lyndon F.Schmidt,P.E.
2. Miami-Dade NOA Materials Testing
13-0129.27 DuPont PVB Interlayer
3. Drawing No. Prepared bV Signed&Sealed by
No. FL-15255.13 RW Building Consultants,Inc.(CA#9813) Lyndon F.Schmidt,P.E.
4. Calculations Prepared by@��Ae °37t7sd7 �p Signed&Sealed by
Anchoring RW Building Consultants,Inc.(CA#9813) 0� �v r y jE ,'��,^ Lyndon F_Schmidt,P.E.
ASTM E1300 Glass Load Lyndon F.Schmidt,P.E. zi• �,,.- >;iU^
• f 4�
5. Quality Assurance
Certificate of Participation issued by National Accreditation and No 43409 •°°e
Management Institute,certifying that Trinity Glass International is
manufacturing products within a quality assurance program that complies= xyl)-
with ISO/IEC 17020 and Guide 53. u°
�`0 STATE O F k/
Lyndon F.Schmidt,P.E.
FL PE No.43409
<'s' 0 Ft
"•`€ '�oe 5/1/2015
Sheet 1 of l
•�¢fl8E&t1aGL3r��'