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Product Approval Menu>Product or Aopli anon Search>Application List>Application Detail
; FL# FL2O867-R1
Application Type Affirmation
Code Version 2017
Application Status Approved
Comments
Archived
Product Manufacturer Trinity Glass International
` Address/Phone/Email 33615 1st Way S
Federal Way,WA 98003
(253)875-7300
andrewn@trinityglass.com
Authorized Signature Andrew Na
andrewn@trinityglass.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category Exterior Doors
" Subcategory Swinging Exterior Door Assemblies
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
❑ Evaluation Report- Hardcopy Received
Florida Engineer or Architect Name who developed the Hermes F. Norero, P.E.
Evaluation Report
Florida License PE-73778
Quality Assurance Entity
Quality Assurance Contract Expiration Date 12/31/2020
Validated By Locke Bowden P.E.
❑ Validation Checklist- Hardcopy Received
Certificate of Independence FL2O867 RI COI COI Trinity SS 2016-08-26.pdf
Referenced Standard and Year(of Standard) Standard Year
AAMA 1304 2002
ASTM E283 2004
ASTM E330 2002
ASTM E331 2000
TAS 201 1994
TAS 202 1994
TAS 203 1994
http://Avww.floridabuilding.org/pr/pr app_dtl.aspx?paratn=wGEVXQwtDgtbxPgODTr%2bX5w2Z5lfELGinjSpzgUpZtYhbVfKiklh7YQ%3d%3d[2/12/201910:12:]OAM]
Florida Building Code Online
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W,W". . Equivalence of Product Standards
Certified By
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F Sections from the Code
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0I affirm that there are no changes in the new Florida Building
i ! Code which affect my product(s)and my product(s) are in
� compliance with the new Florida Building Code.
$ r Documentation from approved Evaluation or Validation Entity Yes ONo ON/A
FL20867 R1 COC SA20867 SS 2017-10-09 pdf
Product Approval Method Method 1 Option D
x w_ Date Submitted 10/10/2017
Date Validated 10/10/2017
h� Date Pending FBC Approval
OR` .i Date Approved 10/15/2017
"
777
s �
Summary�of pro ucts
77
Model,
Mm
odel,Number.or'Nae, Description
20867.1 ;a. Fiberglass Door 6-8 Glazed "Impact Fiberglass Door Outswing
s Limits of Use Installation Instructions
_K, Approved for use in HVHZ:Yes FL20867 R1 II FL-20867.1 SS 2016-08-26 pdf j
x Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero FL P.E. #73778
Impact Resistant:Yes Created by Independent Third Party: Yes
wY Design Pressure: N/A Evaluation Reports
Other: See Installation Instructions, FL-20867.1, and FL 0867 R A P R4418 S 016 p$-06.Ddf
Evaluation Report, PER4418,for design pressures, sizes, Created by Independent Third Party: Yes
configurations, installation requirements, and limits of use.
,%
t- � 20867.2 I b. Fiberglass Door 6-8 Opaque"Impact" Fiberglass Door-Outswing
_j
Limits of Use Installation Instructions i
Approved for use in HVHZ:Yes FL20867 R1 II FL-20867.2 SS 2016-08-26.Ddf
r b Approved for use outside HVHZ:Yes I Verified By: Hermes F. Norero FL P.E. #73778
Impact Resistant:Yes Created by Independent Third Party:Yes i
Design Pressure: N/A Evaluation Reports
�� Other:See Installation Instructions, FL-20867.2,and FL20867 R1 AE PER4419 SS 016-08-06.12d !
Evaluation Report, PER4419,for design pressures,sizes, Created by Independent Third Party: Yes
€ configurations, installation requirements and limits of use.Tt
Limits of Use Installation Instructions
" - Approved for use in HVHZ:Yes FL20867 R1 II FL-20867.3 SS 2016-10-18.pdf
� x Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero FL P.E. #73778
Impact Resistant: No Created by Independent Third Party: Yes
A��� Design Pressure: N/A Evaluation Reports
b S s
Other:See Installation Instructions, FL-20867.3, and FL20867 R1 AE PER4420 5S 20 6-O8-Q6.odf
Evaluation Report, PER4420,for design pressures,sizes, Created by Independent Third Party: Yes !
configurations, installation requirements,and limits of use.
._._...._..
AN" 20867.4 d. Fiberglass Door 6-8 Opaque"Non-Impact"Fiberglass Door-Inswing/Outswing
Limits of Use Installation Instructions i
Approved for use in HVHZ:Yes FL20867 R1 II FL-20867.4 55 2016-10-18.pd
Approved for use outside HVHZ:Yes Verified By: Hermes F. Norero FL P.E. #73778
Impact Resistant: No Created by Independent Third Party: Yes
!
Design Pressure: N/A Evaluation Reports
Other:See Installation Instructions, FL-20867.4,and FL20867 R1 AE PER4421 SS 2016-08-06.Ddf
Evaluation Report, PER4421,for design pressures,sizes, Created by Independent Third Party:Yes
configurations, installation requirements,and limits of use.
A 20867.5 e. Fiberglass Door 8 0 Glazed "Non-Impact" Fiberglass Door-Inswing/Outswing�
htip://www.floridabuilding.org/pr/pr app_dtl.aspx?paramwGEVXQwtDgtbxPgODTr%2bX5w2Z5lfELGniSpzgUpZfYhbVfKiklh7YQ%3d%3d[12/28/20174:29:51 PM]
Flgrida Building Code Online
ra Limits of Use Installation Instructions
y P Approved for use in HVHZ:Yes FL20867 R1 II FL 20867.5 SS 2016 10 18.12df
Approved for use outside HVHZ:Yes Verified By: Hermes F. Norero FL P.E. #73778
Impact Resistant: No Created by Independent Third Party: Yes I
' r Design Pressure: N/A Evaluation Reports
x Other:See Installation Instructions, FL-20867.5,and FL20867 R1 AE PER4422 SS 2016-08-06.pdf
Evaluation Report, PER4422,for design pressures,sizes, Created by Independent Third Party: Yes
configurations, installation requirements, and limits of use.
.- .-. —r ..... — —... — ....._ — . ._ ......_..-- — -
- -- -..-. -.- : - -- -... _ .... .-- .........-...
�} 20867.6 f. Fiberglass Door 8 0 Opaque"Non-Im act" Fiberglass Door-Inswin Outswin
t 9P 9 9/ 9 ;
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL20867 R1 II FL-20867-6 SS 2016-10-18.pdf
Approved for use outside HVHZ:Yes Verified By: Hermes F. Norero FL P.E. #73778 j
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports '
Other:See Installation Instructions, FL-20867.6,and FL20867 RI AE PER4423 SS 2016-08-06.pdf
f g Evaluation Report, PER4423,for design pressures,sizes, Created by Independent Third Party: Yes
configurations, installation requirements,and limits of use. !
Al
a - Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824
�y
'�`�tc" The State of Florida is an AA/EEO employer.Coori
voht 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 apublic-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),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have
; -0, 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 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.,
9 '�� f`'r. please click heM.
u;7 2
Product Approval Accepts
M
x Credit Card
fA,4Safe
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http://www.floridabuilding.org/pr/pr_app_dd.aspx?paramwGEVXQwtDgtbxPgODTr%2bX5w2Z51tELGmjSpzgUpZfYhbVfKiklh7YQ%3d%3d[12/28/20174:29:51 PM]
BUILDING DROPS 398 E. Dania Beach.Blvd
Suite 338
A Pedect Solution in Every Drop Dania Beach,FL 3300
954399A478 Pti
Ccrtificate of Awhoftation:29578
954.744.4738 FX
contact@buildingdrops-com
August 17,2016
TO- Whom It May Concern
FROM: Hermes F. Norero,P.E.
Registered Florida Professional Engineer#73778
PRODUCT
NAME: Fiberglass Door
Applicant: Trinity Glass International
336251x`Way S
Federal Way,WA 98003
Dear Sir (Madam),
Please note that I do not have, nor will I acquire,a financial interest in any company
manufacturing or distributing the product(s)for which the reports are being issued.
I also do not have, nor will I acquire,any financial interest with the Laboratory that
performed the test(s),or with the Engineer witnessing the test(s)and seating the test
report(s).
Respectfully submitted,
S
01V
01
'N 7
Y
TXT-�01: J x
)3 Qj- , -1; /
0 17�ow Digitally signed by Hermes F.Torero,P.E.
...... Reason:I am approving this document
Date:2016.08.26 14:29:07-"00'
H e rmAYF--Xft,,,lit;
Florida 11111
Florida Registered Professional Engineer#73778
Page I of I
398 E.Dania Beach Blvd.
BUILDING DROPS Suite 338
Dania Beach,FL
Certificate of Authorization:29578 954.744.4738 FX
A Perfect Solution in Every Drop! 954.399.8478 PH .
contact@buildingdrops.com
September 26,2017
TO: Whom It May Concern
FROM: Hermes F.Norero, P.E.
Registered Florida Professional Engineer#73778
MANUFACTURER: Trinity Glass International
33615 1st Way S
Federal Way,WA 98003
FLORIDA PRODUCT
APPROVAL M FL20867
PRODUCT CATEGORY: Exterior Doors
SUBCATEGORY: Swinging Exterior Door Assemblies
SUBJECT: Product Conformance to the 61h Edition(2017) Florida Building Code
Dear Sir(Madam),
I have reviewed the referenced Florida Product Approval and associated documents and found all
drawings, reports, referenced test standards, and associated ancillary tests as noted in the
currently approved documents listed below to be in compliance with the 61h Edition of the Florida
Building Code.
It has been concluded that no revisions or changes to the referenced standards and standard
years has occurred between Chapter 35 of the 5th Edition and Chapter 35 of the 6th Edition of the
Florida Building Code.Therefore,all test standards listed below are valid for the 61h Edition of the
Florida Building Code.
INSTALLATION EVAL. QUALITY
SECTION INSTRUCTIONS REPORT ASSURANCE QUA. EXP. TEST STDS.
NUMBER AGENCY
TAS 201-94
National TAS 202-94
Accreditation TAS 203-94
20867.1 FL-20867.1 PER 4418 and 12/31/2018 ASTM 283-04
Management ASTM E330-02
Institute ASTM E331-00
AAMA 1304-02
Hermes F. Norero,P.E.
Florida No.73778
Page 1 of 3
398 E.Dania Beach Blvd.
BUILDING DROPS Suite 338
Dania Beach,FL
A Perfect Solution in Every.Drop!
_ 954.399.8478 PH
Certificate of Authorization:29578 954.744.4738 FX
contact@buildingdrops.com
INSTALLATION EVAL. QUALITY
SECTION INSTRUCTIONS REPORT ASSURANCE QUA. EXP. TEST STDS.
NUMBER AGENCY
TAS 201-94
National TAS 202-94
Accreditation TAS 203-94
20867.2 FL-20867.2 PER 4419 and - 12/31/2018 ASTM 283-04
Management ASTM E330-02
Institute ASTM E331-00
HAMA 1304-02
National TAS 202794
Accreditation ASTM 283-04
20867.3 FL-20867.3 PER 4420 and 12/31/2018 ASTM E330-02
Management ASTM E331-00
Institute AAMA 1304-02
National TAS 202-94
Accreditation ASTM 283-04
20867.4 FL-20867.4 PER 4421 and 12/31/2018 ASTM E330-02
Management ASTM E331-00
Institute AAMA 1304-02
National TAS 202-94
Accreditation ASTM 283-04
20867.5 FL-20867.5 PER 4422 and 12/31/2018 ASTM E330-02
Management ASTM E331-00
Institute AAMA 1304-02
National TAS 202-94
Accreditation ASTM 283-04
20867.6 FL-20867.6 PER4423 and 12/31/2018 ASTM E330-02
Management ASTM E331-00
Institute AAMA 1304-02
Hermes F. Norero,P.E.
Florida No.73778
Page 2 of 3
398 E.Dania Beach Blvd.
BUILDING DROPS Suite 338
Dania Beach,FL
A Perfect Solution in Every Drop! 954.399.8478 PH
Certificate of Authorization:29578 954.744.4738 FX
contact@buildingdrops.com
To the best of my knowledge, all referenced & included test standards, methods of installation,
details, and performance ratings have been found to comply with the 6th Edition of the Florida
Building Code.
This product is manufactured under a quality assurance program currently approved by the
Florida Building Commission.
Please note that I do not have,nor will I acquire,a financial interest in any company manufacturing
or distributing the product(s)for which the reports are being issued.
also do not have,nor will I acquire,any financial interest with the Laboratory that performed the
test(s),or with the Engineer witnessing the test(s)and sealing the test report(s).
Respectfully submitted,
.p0 ,
7 • r
O�=:, pP; �� Digitally signed by Hermes F.Norero,P.E.
Reason:I am approving this document
`S70NA1- Date:2017.10.09 16:47:00-04'00'
Hermes F. Norero, P.E.
Florida Registered Professional Engineer#73778
Hermes F. Norero, P.E.
Florida No.73778
Page 3 of 3
TUURITY GLASS
NI
INTERNATIONAL
INSTALLATION NOTES: Trinity Glass International 1RINIr3365 5 WAY 3 nON,1L
FEDERAL WAY,WA 98003
1. ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR OPAQUE FIBERGLASS DOOR VR:(293)879]300
0
LOCATION SHOWN. �, mm
O m m
2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE 1 MPA C T O U TS WI NG Q
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MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT �
INSTALLATION OF THE MAXIMUM SIZE LISTED. 3 Ul H'M a
/7 m
3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE m Z
OF±1/2 INCH(I.E..WITHOUT CONSIDERATION OF TOLERANCES). �O J �¢S
TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION GENERAL NOTES:
ANCHOR TO THE NEXT.
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND or 2 co Z m e
4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA W � Z H °`
BEARING SHIM(S). MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4 BUILDING CODE(FBC),INCLUDING HVHZ AND HAS BEEN TABLE OF CONTENTS H o Z
INCH.SHIM WHERE SPACE OF 1/16 INCH OR GREATER OCCURS. EVALUATED ACCORDING TO THE FOLLOWING: LU
SHEET# DESCRIPTION LU w m Lj n a
SHIM(S)SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR . TAS 201-94 ..
BETTER. TAS 202-94 1 General notesTAS iim a
• ASTM E-94 2 Typical elevations,design pressures w
5. THROUGH FRAME:FOR INSTALLATION INTO 2X WOOD FRAMING USE ASTM E283-04
MINIMUM#10 WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1 ASTM E330-02 3 Typical elevations,design pressures Q
112"MINIMUM EMBEDMENT INTO WOOD SUBSTRATE.MINIMUM EDGE ASTM E331-00 4 Typical elevations,design DISTANCE OF 3/4"SHALL BE MAINTAINED. AAMA 1304-02 yp 9 Pressures
5 Typical elevations,design pressures m
6. THROUGH FRAME:FOR INSTALLATION INTO CONCRETE/MASONRY, 2. ADEQUACY OF THE EXISTING STRUCTURAL
USE 1/4'ITW TAPCONS OR 1/4'ELCO ULTRACONS OR 3/16"ITW CONCRETEIMASONRY AND 2X FRAMING AS A MAIN WIND 6 Door panel construction details
TAPCONS OF SUFFICIENT LENGTH TO ACHIEVE 1 1/4"MINIMUM FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND 7 Sidelite panel construction details z
EMBEDMENT INTO CONCRETEIMASONRY. TRANSFERRING APPLIED PRODUCT LOADS TO THE
FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR 8 Glazing details
7. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. z
H
FINISHES,INCLUDING BUT NOT LIMITED TO STUCCO,FOAM,BRICK
9 Vertical cross sections
O
VENEER,AND SIDING. 3. 1X AND 2X BUCKS('WHEN USED)SHALL BE DESIGNED AND 10 Vertical cross sections
ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE 1 1 Horizontal tiF--t
8. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE . orzonacross sections ix
MADE OF CORROSION RESISTANT MATERIAL OR HAVE A RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF 12 Horizontal cross sections >>
CORROSION RESISTANT COATING. RECORD FOR THE PROJECT OF INSTALLATION. LU
13 Horizontal cross sections LYLU
9. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT INSTALL 4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC 14 Vertical&Horizontal cross sections
INSTALLATION ANCHORS INTO MORTAR JOINTS.EDGE DISTANCE IS AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC
MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR SITE.IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE 15 Horizontal cross sections
JOINT INTO FACE SHELL OF BLOCK. FROM THE REQUIREMENTS DETAILED HEREIN,A LICENSED 16 Buck&Frame anchorin
ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC g
10. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE DOCUMENTS FOR USE WITH THIS DOCUMENT IN NON-HVHZ 17 Buck anchoring Z
WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AREAS.
AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH 18 Frame anchoring
STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY 5. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED 19 Frame anchoring ••,
THE ANCHOR MANUFACTURER. FOR THIS PRODUCT. �� !G - §z
20 Frame anchoring w�
11. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE 6. FRAME 8 MULLION MATERIAL:PVC OR WOOD 0•(• ti 6-•o
BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING 21 Buck anchoring
PROPERTIES: 7. CLADDING MATERIAL:FIBERGLASS 22 Frame anchoring -
A.WOOD-MINIMUM SPECIFIC GRAVITY OF 0.55. ;p<
N =,
B.CONCRETE-MINIMUM 3000 PSI COMPRESSIVE STRENGTH 2.3 Frame anchoring
C.HOLLOW/GROUT FILLED CMU-STRENGTH CONFORMANCE TO 24 Buck anchoring ,,`Ld,•••• •'•��
ASTM C90,MIN.Prn 2000 PSI. 25 Frame anchoring �����'�/ *PR����
26 Components _o T Ir
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27 Components �* z Ln Y tnLL
28 Components a o o u s V)z
29 Bill of materials DWG#:
Digitally signed by Hermes F.Norero,P.E. FL-20867.2
SH
Reason:I am approving this document EET: 1 QF 29
Date:2016.08.2614:42:19-04'OD' 1
TRINITY GLASS
I NTEA N ATI ON AL
150.00" MAX.O.A.FRAME WIDTH
GLASS74.00"MAX.FRAME WIDTH NIry3368 ST WTAY SATIONAL
FEDERAL WAY.WA 98003
74.00"MAX.O.A.
.75""MULLION PH(283)8757300
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FRAME WIDTH 37.25 MAX.FRAME WIDTm
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MAX. DESIGN PRESSURE(PSF) DESIGN PRESSURE(PSF)
CONFIGURATION FRAME ALUMINUM ASTRAGAL PVC ASTRAGAL L'
DIMENSION POSITIVE NEGATIVE POSITIVE NEGATIVE `3iG •;� ~�r �
XX 74.00"X 80.50" +55.0 -55.0 +47.0 -47.0
OXXO 150.00"X 80.50" +55.0 -55.0 +47.0 -47.0 m
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FL-20867.2
SHEET: 5 OF 29
LVL STILE .
FIBERGLASS SKIN PVC STILE CAP TRINITY GLASS
1.58" INTERIOR --2.38" 1.58" INTER NAT 1014 A L
FOAM CORE F.17" �1.56"
TRINITY 6LA55INTERNATIONAL
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FOAM CORE:POLYURETHANE SHEET: 6 OF 29
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IN T F N NAT I I3 N A L
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1.SIDELITE SCREWS LOCATED 6”FROM EACH END OF SIDE JAMB AND 3 EQUALLY SPACED SCREWS FROM THE END SCREWS. FL-20867.2
SHEET:12 OF 29
TRINITY GLASS
SEE HINGE ? ° 4" s (TVP) ! LNTFiNATiONAL.
DETAIL 1 e 4" I~� 8
6" TRINITY GLASS INTERNATIONAL
A u A 3365 LST WAY 5 FEDERAL 7 RAL WAY.WA 98003
°' A H 2X BUCK PH'(253)875 730.
4.
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MASONRY I
31.00"MAX. TYP.HEAD I o m M
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Masonry construction
CONCRETE ANCHOR NOTES: HINGE DETAIL 2 °z
1.Concrete anchor locations noted as"MAX ON CENTER"and at the corners must be �.�`�o *2i�3'�i P
adjusted to maintain min.edge distance to mortarjoints. Additional concrete anchors
may be required to ensure the"MAX ON CENTER"dimensions are not exceeded. p �(` �•
ANCHOR ANCHOR MIN. MIN.CLEARANCE MIN CLEARANCE TO G 22 R 23 LL.
TYPE SIZE EMBEDMENT TO MASONRY EDGE ADJUSTMENT ANCHOR
ITW BUILDE
R '��: ;•;
TAPCON° 1/4" 1-1/4" 2" 4"
ULTELCOL RACONO 1/4" 1-1/4" 1" 4" L. --% i'�,�y••'*pRO�. L
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WOOD SCREW INSTALLATION NOTES: o o
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to prevent splitting of wood. Astragal Strike @ Head Astragal Strike @ Sill FL-20867.2
SHEET;20OF 29
5.25" TRINITY Ctnss
` I I IN'f!:HNA'f(UNAI.
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TRINITY GLASSINTERNATIONAL
3365 15T WAY 5
3.98" FEDERAL WAYwWA 98003
in } PN:(253)875-7300
1 SIDE&HEAD JAMBS m
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MATERIAL:WOOD MATERIAL:PVC OPTIONAL FL-20867.2
SHEET:260F 29
N TRINITY GLASS
19.63" M LATCH(BLIND HOLE) UP 1N'T F.'HN A7.133 AL.
®oT SCREW LOCATIONS(TYP.) DEAD BOLT(THRU HOLE)
f — 5.50" 33.13"
SLIDE BOLT ROD RIM Y GLA55 T WAY 5 TIONAL
3365 25T STEEL FEDERAL WAY. 98003
PH:( )875-7300
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1.63" 3.75"-- 2.50" L3-63" N z y z a
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VIEW A-A 6'8 Aluminum Astragal by Endura Products
Aluminum Astragal Assembly Z
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VIEW B-B
PVC Astragal Assembly SHEET:
28 of 29
BILL OF MATERIAL TRINITY GLASS
ITEM# DESCRIPTION MATERIAL
A 1 X BUCK SG>=0.55 WOOD
B 2X BUCK SG>=0.55 WOOD
NTER
C 1/4"MAX.SHIM SPACE ""Y336 1S YAYSATiONAL
FEDERAL WAY.WA 98003
D 1/4"X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL PN:(203)975.7300
E #9 X 3/4"PFH WS STEEL
F #9 X 1"PFH WS STEEL a
G #9 X 2-1/4"PFH WS STEEL ¢M a Z o
H #10 X 2-1/2"PFH WS STEEL 3
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L 1/4"X 3-3/4"PFH ELCO OR ITW CONCRETE SCREWSTEEL w w m m o
M 1/4"X 3-1/4"PFH ELCO OR ITW CONCRETE SCREW STEEL a m
N 3/16"X 3-1/4"PFH ELCO OR ITW CONCRETE SCREW STEEL
O #8 X 2-112"PFH WS STEEL ui
P 3/16"X 2-1/4"PFH ELCO OR ITW CONCRETE SCREW STEEL a
Q #8 X 1"PFH WS STEEL a
R 3/16"X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL a0
S #10 X 3"PFH WS STEEL
1 JAMB(FINGER-JOINT PINE-SG>=0.42) WOOD z
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2 JAMB PVC z
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7 STRIKE PLATE STEEL
8 DEADBOLT PLATE STEEL
9 SILLKEY PC/ASA o
10 OUTSWING SILL- ALUMINUM WITH PVC SUBSTRATE ALUM./PVC Z
11 DOOR PANEL-SEE DOOR PANEL CONSTRUCTION DETAILS SHEET
12 SIDELITE PANEL-SEE SIDELITE PANEL CONSTRUCTION DETAILS SHEET �p�.........
13 OUTSWING SIDELITE SPACER PVC
14 STANDARD MULLION(FINGER JOINT PINE SG>=0.42) WOOD
15 MULLION BASE KIT PC/ASA "- • F�ba
16 STANDARD MULLION PVC
17 "FAT"MULLION PVC
18 TWO-PIECE"FAT"MULLION PVC �b�v �c PRO���`��
19 1X MULLION WOODLu
20 ALUMINUM ASTRAGAL BY ENDURA PRODUCTS ALUMINUM �" w m Z
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21 PVC ASTRAGAL BY TRINITY PVC o o v= Z
22 ASTRAGAL STRIKE @ HEAD STEEL DWG#:
23 ASTRAGAL STRIKE @ SILL STEEL FL-20867.2
SHEET:290F 29
398 E Dania Beach Blvd.
BUILDING DROPS Suite 338
A Perfect Solution in Every Drop Dania Beach, FL 33004
954.399.8478 PH
Certificate of Authorization:29578 954.744.4738 FX
contact@buildingdrops.com
Produ.�1- Evaduation Report
of
Trinity Glass International
"6'8" Opaque FibergNss Door Out-swinc,"
(impact)
for
Florida Product Approval
FL# FL20867
p o r
- No. 4419
9 ,eOt
Current Florida Building Code
Method: 1 —D (Engineering Evaluation)
Category: Exterior Door
Sub —Category: Swinging Exterior Door Assemblies
Product: Opaque Fiberglass Door Outswing
Material: Fiberglass
Product Dimensions: See Installation Instructions, FL-20867.2
Prepared For:
Trinity Class hiternaflonal
33625 1" Way S
F"e-Jeral Way, WA 98003
Prepared by: S F.
Pl.- rnies F. Norero, P.E.
Florida Professional Engineer#73778
7
Date: 07/25/2016
Contents:
• 1-0
Evaluation Report Pages I —4 ........
Digitally signed by Hermes F.Norero,P.E. N
Reason:I am approving this documentH rms 11if
Date:2016.08.26 14:51:10-04'00' o, P.E.
Florida No. 73778
1
BUILDING DROPS
Date: 07/25/2016
A Perfect Solution in Every Drop Report No: 4419
Certificate of Authorization:29578
Manufacturer: Trinity Glass International
Product Category: Exterior Door
Product Sub-Category: Swinging Exterior Door Assemblies
Compliance Method: State Product Approval Method (1)(d)
Product Name: Opaque Fiberglass Door Outswing
(Impact)
Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL#73778)for Trinity Glass
International based on Method 1d of the State of Florida Product Approval, Florida Department of
Business and Professional Regulation-Florida Building Commission.
Hermes F. Norero, P.E.does 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.
This product has been evaluated for use in locations adhering to the current Florida Building Code.
See Installation Instructions FL-20867.2,signed and sealed by Hermes F. Norero, P.E. (FL#73778)for
specific use parameters.
Limits of Use:
1. This product has been evaluated and is in compliance with the current Florida Building Code,
including the"High Velocity Hurricane Zone" (HVHZ).
2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into
substrate material shall be beyond wall dressing or stucco.
3. When used in areas requiring wind borne debris protection this product complies with
Chapter 16 of the current Florida Building Code and does not require an impact resistant
covering.
4. Site conditions that deviate from the details of drawing FL-20867.2 require further
engineering analysis by a licensed engineer or registered architect.
5. See Installation Instructions FL-20867.2 for size and design pressure limitations.
Hermes F. Norero, P.E.
Florida No. 73778
Page 2 of 4
BUILDING DROPS
Date: 07/25/2016
= A Perfect Solution in Every Drop Report No: 4419
5 Certificate of Authorization:29578
Quality Assurance: The manufacturer has demonstrated compliance in Accordance with the Florida
Building Code and Florida Product Approval system for manufacturing under a
quality assurance program audited by an approved quality assurance entity through
National Accreditation Management Institute. (FBC Organization#QUA1789)
Performance Standards: The product described herein has been tested per:
• TAS 201-94
• TAS 202-94
• TAS 203-94
• ASTM 283-04
• ASTM E330-02
• ASTM E331-00
• AAMA 1304-02
Referenced Data: 1. Product Testing performed by Architectural Testing,Inc.
(FBC Organization#TST1910)
Report#: F5877.01-109-18, Report Date:04/12/2016
Report#: F7081.01-109-18, Report Date:05/12/2016
Report#: F8603.01-109-18, Report Date:05/27/2016
Report#: B5950.01-106-18, Report Date:08/29/2012
Report#:C3995.01-106-18, Report Date: 12/10/2012
Report#: D8467.01-106-18, Report Date:01/23/2015
Report#: D8467.02-106-18, Report Date:01/23/2015
2. Product Testing performed by Testing Evaluation Laboratories,Inc.
(FBC Organization#TST4317)
Report#:TEL 06-0918-2, Report Date: 10/10/2006
Report#:TEL 01370079, Report Date: 12/05/2008
Report#:TEL 01370210, Report Date: 12/21/2009
Report#:TEL 01470437, Report Date: 11/30/2011
Report#:TEL 04251336, Report Date:05/05/2015
Report#:TEL 02010411, Report Date: 10/11/2011
Report#:TEL 02010412, Report Date: 10/11/2011
Report#:TEL 08-01370020, Report Date:06/10/2008
3. Product Testing performed by ETC Laboratories
(FBC Organization#TST2411)
Report#: ETC-05-781-16179.0, Report Date: 12/21/2005
Report#: ETC-05-781-16208.0, Report Date: 12/21/2005
Report#: ETC-05-781-17122.0, Report Date: 10/19/2005
Report#: ETC-05-756-10828.0, Report Date: 12/31/2001
Hermes F. Norero, P.E.
Florida No. 73778
Page 3 of 4
BUILDING DROPS
� Date: 07/25/2016
A Perfect Solution in Every Drop Report No: 4419
Certificate of Authorization:29578
Installation:
Refer to Installation Instructions(FL-20867.2)for anchor spacing and more details of the installation
requirements.
Design Pressure:
Refer to Installation Instructions(FL-20867.2)for design pressures based on size, configuration,and
glass types.
it
i
Hermes F. Norero, P.E.
Florida No.73778
Page 4 of 4