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ProductApprovalMenu> PioductorApplcationSearch> ApphcationLSt> Application Detail
FL # FL20867-R2
Application Type Affirmation
Code Verson 2020
Application Status Approved
Corn m en is
Archived
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Product Manufacturer
Trinity Glass International
Address/Phone/Email
33615 1st Way S
119
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Federal Way, WA 98003
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(253) 875-7300
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andrewn@trinityglass.com
Authorized Signature
Andrew Na
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andrewn@trinityglass.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
AddresslPhone/Email
Contact Us BCISSte Map Links Search
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1 of 5 3/10/21, 15:09
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Category Exterior Doors
Subcategory Swinging Exterior Door Assemblies
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
.- i Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed the HermesF. Norero, P.E.
Evaluation Report
Florida License PE-73778
Quality Assurance Entity
Quality Assurance Contract Expiration Date 12/31/2024
Validated By Locke Bowden P.E.
-- 4 Validation Checklist - Hardcopy Received
Certificate of Independence FL20867_R2_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
Equivalence of Product Standards
Certified By
Sections from the Code
1 affirm that there are no changes in the new Florida Building Code
which affect my product(s) and my product(s) are in compliance with the new
Florida Building Code.
2 of 5 3/10/21, 15:09
Florida Building Code Online
https://floridabuilding.orWpr/pr_app_dtl. aspx?param=wGEVX QwtDgtb...
Documentation from approved Evaluation or Validation Entity
Product Approval Method
Date Submitted
Date Val i dated
Date Pending FBC Approval
Date Approved
Summary of Products
Yes No N/A
Method 1 Option D
10/21/2020
10/21/2020
10/27/2020
FL #
Model, Number or Name
Description
20867.1
a. Fiberglass Door
6-8 Glazed 'Impact' Fiberglass Door - Outswing
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
FL20867 R2_II FL-20867.1 SS 2016-08-26.pdf
Verified By: Hermes F. Norero FL P.E. #73778
Impact Resistant: Yes
Design Pressure: N/A
Other: See Installation Instructions, FL-20867.1, and Evaluation
Report, PER4418, for design pressures, sizes, configurations,
installation requirements, and limitsof use.
Created by Independent Third Party: Yes
Evaluation Reports
FL20867 R2 AE PER4418 SS 2016-08-06.pdf
Created by Independent Third Party: Yes
20867.2
b. Fiberglass Door
6-8 Opaque "Impact" Fiberglass Door - Outswing
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
FL20867 R2 II FL-20867.2 SS 2016-08-26.pdf
Verified By: Hermes F. Norero FL P.E. #73778
Impact Resistant: Yes
Design Pressure: N/A
Other: See Installation Instructions, FL-20867.2, and Evaluation
Report, PER4419, for design pressures, sizes, configurations,
installation requirements, and limits of use.
Created by Independent Third Party: Yes
Evaluation Reports
FL20867 R2 AE PER4419 SS 2016-08-06.pdf
Created by Independent Third Party: Yes
20867.3
c. Fiberglass Door
6-8 Glazed "Non -impact" Fiberglass Door - Inswing/Outswing
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
FL20867 R2_II FL-20867.3 SS 2016-10-18.pdf
3 of 5 3/10/21, 15:09
Florida, Building Code Online
https://floridabuilding.org(pr/pr_app_dtl.aspx?param=wGEVX QwtDgtb
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-20867.3, and Evaluation
FL20867_R2_AE_PER4420 SS 2016-08-06.pdf
Report, PER4420, for design pressures, sizes, configurations,
Created by Independent Third Party: Yes
installation requirements, and limitsof use.
20867.4
d. Fiberglass Door
6-8 Opaque "Non -Impact" Fiberglass Door - Inswing/Outswing
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
FL20867_R2_II_FL-20867.4 SS 2016-10-18.pdf
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 Evaluation
FL20867_R2_AE_PER4421 SS 2016-08-06.pdf
Report, PER4421, for design pressures, sizes, configurations,
Created by Independent Third Party: Yes
installation requirements, and limitsof use.
20867.5
e. Fiberglass Door
8-0 Glazed "Non -impact" Fiberglass Door - Inswing/Outswing
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
FL20867_R2_II_FL-20867.5 SS 2016-10-18.pdf
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-20867.5, and Evaluation
FL20867_R2_AE_PER4422 SS 2016-08-06.pdf
Report, PER4422, for design pressures, sizes, configurations,
Created by Independent Third Party: Yes
installation requirements, and limitsof use.
20867.6
f. Fiberglass Door
8-0 Opaque "Non -Impact' Fiberglass Door - Inswing/Outswing
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
FL20867_R2_II_FL-20867.E SS 2016-10-18.pdf
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-20867.6, and Evaluation
FL20867_R2_AE_PER4423 SS 2016-08-06.pdf
Report, PER4423, for design pressures, sizes, configurations,
Created by Independent Third Party: Yes
installation requirements, and limitsof use.
Back Next
4 of 5 3/10/21, 15:09
Florida Building Code Online https://floridabuildng.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtb...
Contact Us ::2601 Blair Stone Road, Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO errployer. Copyright 2007-2013 State of Florida.:: Privacy Staterrent:: Access bit Staterrent :: Refund Staterrent
Under Florida law, a r ai addresses are public re cords . If you do not want your a-na i address released in response to a public -records request, do not send electronic rral to this entity.
Instead, contact the office by phone or by traditional rra i. If you have any questions, please contact 850.487.1395. •P ursuant to Section 455.275(1), Florida Statutes , effective October 1,
2012, five ns a es licensed under Chapter 455, F.S. rrus t provide the Department with an a rra i address If they have one. The a rrals provided may be used for official corrrrunicatlon with the
licensee. H oweve r e r al addresses are public record. If you do not ws h to supply a personal address, please provide the De pa rtrre nt with an a rrai address which can be rra de
available to the public. Todetemine I you are a licensee under Chapter 455, F.S., please click here .
Prod u ct Approval Acce pts:
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Credit Card
Safe
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INSTALLATION NOTES:
1. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR
LOCATION SHOWN,
2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE
MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT
INSTALLATION OF THE MAXIMUM SIZE LISTED.
3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN ATOLERANCE
OF tt/2 INCH (I.E.. WITHOUT CONSIDERATION OF TOLERANCES).
TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION
ANCHOR TO THE NEXT.
4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD
BEARING SHIM(S). MAXIMUM ALLOWABLE SHIM STACK TO BE 114
INCH. SHIM WHERE SPACE OF 1116 INCH OR GREATER OCCURS-
SHIM(S) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR
BETTER.
5. THROUGH FRAME: FOR INSTALLATION INTO 2X WOOD FRAMING USE
-MINIMUM 910 WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1
112' MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. MINIMUM EDGE
DISTANCE OF 314' SHALL BE MAINTAINED.
6. THROUGH FRAME FOR INSTALLATION INTO CONCRETE/MASONRY,
USE 114' ITW TAPCONS OR 1/4' ELCO ULTRACONS OR 3/16' ITW
TAPCONS OF SUFFICIENT LENGTH TO ACHIEVE 1 1/4' MINIMUM
EMBEDMENT INTO CONCRETE/MASONRY.
7. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL
FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK
VENEER, AND SIDING.
8. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE
MADE OF CORROSION RESISTANT MATERIAL OR HAVE A
CORROSION RESISTANT COATING.
9- 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.
10. 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.
11. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE
BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING
PROPERTIES:
A. WOOD- MINIMUM SPECIFIC GRAVITY OF 0.55.
B. CONCRETE - MINIMUM 3000 PSI COMPRESSIVE STRENGTH
C. HOLLOWiGROUT FILLED CMU - STRENGTH CONFORMANCE TO
ASTM C90. MIN. P. = 2000 PSI.
Trinity Glass International
GLAZED FIBERGLASS DOOR
IMPACT OUTSWING
GENERAL NOTES:
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND
MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA
BUILDING CODE (FBC), INCLUDING HVHZ AND HAS BEEN
EVALUATED ACCORDING TO THE FOLLOWING:
• TAS 201-94
• TAS 202-94
• TAS 203-94
• ASTM E283-04
• ASTM E330-02
• ASTM E331-00
• AAMA 1304-02
2. ADEQUACY OF THE EXISTING STRUCTURAL
CONCRETE/MASONRY AND 2X FRAMING AS A MAIN WIND
FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND
TRANSFERRING APPLIED PRODUCT LOADS TO THE
FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR
ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION.
3. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND
ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE
STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE
RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF
RECORD FOR THE PROJECT OF 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 ARCHITECT SHALL PREPARE SITE SPECIFIC
DOCUMENTS FOR USE WITH THIS DOCUMENT IN NON-HVHZ
AREAS.
5. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED
FOR THIS PRODUCT.
6- FRAME & MULLION MATERIAL: WOOD OR PVC
7. CLADDING MATERIAL: FIBERGLASS
TABLE OF CONTENTS
SHEET #
DESCRIPTION
1
General notes
2
Typical elevations, design pressures
3
Typical elevations, design pressures
4
Typical elevations, design pressures
5
Typical elevations, design pressures
6
Door panel construction details
7
Sidelite panel construction details
8
Glazing details
9
Vertical cross sections
10
Vertical cross sections
11
Horizontal cross sections
12
Horizontal cross sections
13
Horizontal cross sections
14
Vertical & Horizontal cross sections
15
Horizontal cross sections
16
Buck & Frame anchoring
17
Buck anchoring
18
Frame anchoring
19
Frame anchoring
20
Frame anchoring
21
Buck anchoring
22
Frame anchoring
23
Frame anchoring
24
Buck anchoring
25
Frame anchoring
26
Components
27
Components
28
Components
29
Bill of materials
Digitally signed by Hermes F. Norero, P
Reason: I am approving this document
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1. STRUCTURAL SILICONE OPTIONS: SILICONE BY CAPSTONE OR DOW 995 STRUCTURAL SILICONE ABS OR PC/ASA ABS OR PC/ASA FL-20867(.]1
SHEET: 8 OF 27