HomeMy WebLinkAboutProduct approvals, doors, windows Florida Building Code Online
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Product Approval Menu>Product or Application Search>Anolication List>Application Detail
FL# FL20867-R1
• },� Application Type Affirmation
Code Version 2017
Application Status Approved
it Comments
Archived ❑
Product Manufacturer Trinity Glass International
Address/Phone/Email 33615 1st Way S
Federal Way, WA 98003
(253) 875-7300 I
andrewn@trinityglass.com
I"` I Authorized Signature Andrew Na
andrewn@trinityglass.com
FW 1 Technical Representative
. s
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category Exterior Doors
` Subcategory Swinging Exterior Door Assemblies
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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
pp Quality Assurance Entity
Quality Assurance Contract Expiration Date 12/31/2020
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Validated B Y Locke Bowden P.E.
❑ Validation Checklist- Hardcopy Received
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Certificate of Independence FL20867 R1 COI COI Trinity SS 2016-08-26.12df
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Referenced Standard and Year(of Standard) Standard Year
AAMA 1304 2002
ASTM E283 2004
ASTM E330 2002
ASTM E331 2000
I TAS 201 1994
t =� TAS 202 1994
-,. TAS 203 1994
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Florida Building Code Online
r _ Equivalence of Product Standards
Certified By
i Sections from the Code
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El I affirm that there are no changes in the new Florida Building
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Code which affect my product(s)and my product(s) are in
compliance with the new Florida Building Code.
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Documentation from approved Evaluation or Validation Entity O Yes O No O N/A
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„�jz FL20867 R1 COC SA20867 SS 2017-10-09 pdf, ]i
Product Approval Method Method 1 Option D
Date Submitted10/10/2017
Date Validated 10/10/2017
Date Pending FBC Approval
Date Approved 10/15/2017
{
Summary.&Products
Model, Number or Name Description
i 20867.1 a. Fiberglass Door '6-8 Glazed "Impact" Fiberglass Door-Outswing
E Limits of Use Installation Instructions
a 1 Approved for use in HVHZ:Yes FL20867 RI II FL-20867.1 SS 2016-08-26.1df
Approved for use outside HVHZ:Yes Verified By: Hermes F. Norero FL P.E. #73778
Impact Resistant:Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: See Installation Instructions, FL-20867.1, and FL20867 R1 AE PER4418 SS 2016-08-06.pdf
Evaluation Report, PER4418,for design pressures, sizes, ( Created by Independent Third Party: Yes
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configurations, installation requirements, and limits of use.
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4 20867.2b. Fiberglass Door 6-8 Opaque"Impact" Fiberglass Door-Outswing E
Limits of Use —� Installation Instructions — — -- I
f, ( Approved for use in HVHZ:Yes FL20867 R1 II FL-20867.2 SS 2016-08-26.pdf
Approved for use outside HVHZ:Yes ( Verified By: Hermes F. Norero FL P.E. #73778
Impact Resistant:Yes Created by Independent Third Party: Yes
3 Design Pressure: N/A Evaluation Reports
Other: See Installation Instructions, FL-20867.2,and FL20867 R1 AE PER4419 SS 2016-08-06.pdf 1
Evaluation Report, PER4419,for design pressures,sizes, Created by Independent Third Party: Yes
configurations, installation requirements, and limits of use.
I
i` 20867.3 c. Fiberglass Door 6-8 Glazed "Non-Impact" Fiberglass Door-Inswing/Outswing
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Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL20867 RI II FL-20867.3 SS 2016-10-18 IL
t" 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
Design Pressure: N/A Evaluation Reports j
Other:See Installation Instructions, FL-20867.3,and FL20867 R1 AE PER4420 SS 2016-08-06.12df
Evaluation Report, PER4420, for design pressures, sizes, Created by Independent Third Party: Yes
configurations, installation requirements, and limits of use. I
�+ a ( i erg ass Door b-b upaque"Non-impact: 1 erg ass UUUF V15WIt g u swing
Limits of Use Installation Instructions
Y Approved for use in HVHZ:Yes FL20867 R1 II FL-20867.4 SS 2016-10-18.pdf
Approved for use outside HVHZ:Yes Verified By: Hermes F. Norero FL P.E. #73778
' k ] Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
k r
Other:See Installation Instructions, FL-20867.4,and FL20867 Ri AE PER4421 SS 2016-08-06.pdf
Evaluation Report, PER4421,for design pressures,sizes, Created by Independent Third Party: Yes j
configurations,installation requirements,and limits of use. f
I;'
120867.5 e. Fiberglass Door 18-0 Glazed "Non-Impact" Fiberglass Door-Inswing/Outswing
rmY Limits of Use Installation Instructions
http:/hvww.tloridabuilding.org/pr/pr_app_dtl.asps?param=wGEVXQwtDgtbsPgODTr%2bX5w2Z51fELGmjSpzgUpZfYhbVfKiklh7YQ%,d%.id[2/12/2019 10:12:10 AM]
I
Florida Building Code Online
f Approved for use in HVHZ:Yes FL20867 R1 II FL-20867.5 SS 2016 SO-18 Ddf l
(~ Approved for use outside HVHZ:Yes Verified By: Hermes F. Norero FL P.E. #73778
qImpact Resistant: No Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other:See Installation Instructions, FL-20867.5,and FL20867 R7 AF PER4422 SS 2016 08-08
Evaluation Report, PER4422,for design pressures,sizes, Created by Independent Third Party: Yes
configurations,linstallation requirements,and limits of use.
20867.6 f. Fiberglass Door 8-0 Opaque"Non-Impact"Fiberglass Door- Inswing/Outswing j
Limits of Use: Installation Instructions
` v I Approved fon use in HVHZ:Yes FL20867 R1 II FL-20867.6 SS 2016-10-18.odf i
+ 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
Design Pressure: N/A Evaluation Reports
5 Other: See Installation Instructions, FL-20867.6,and FI 20867 RI AE PER4423 SS 2016-08-06.Qdf
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Evaluation Report, PER4423,for design pressures,sizes, Created by Independent Third Party: Yes
`
configurations,,installation requirements,and limits of use. —
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Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.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
I mail to this entity.Instead,contact the office b phone or by traditional mail.If you have an
y. y y 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 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 laddress,please
provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here..
Product Approval Accepts:
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BUILDING DROPS 39$EDania teach.
Blvd
Suite 338 338
A Peifect Solution in Every Drop Dania Beach,FL 33004
1 578
Certificate of Authorization:29-
954.399.8478 PH
954.744.4738 FX
contact@buildingdrops.com
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August 17,2016
TO: Wham It May Concern
FROM: Hermes F. Norero,P.E.
Registered Florida Professional Engineer#73778
PRODUCT
NAME: Fiberglass Doer
Applicant: Trinity Glass international
33625 V Way 5 f
Federal Way,WA 98003
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Dear Sir (Madam),
4
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 1 acquire,any financial interest with the Laboratory that
performed the test(s),or with the Engineer witnessing the test(s)and sealing the test
E
report(s).
i
Respectfully submitted,
��'t1ri~trr rrr,rr�l�
S F.
Nof 7i7�r f
; / jug
*,f C>) `•.,'iC0wo .•' digitally signed by Hermes F.Norero,P.E.
's, `••'90 ....•.'•`• Cay` �*` Reason:l am approving this document
H erm � F� ,�{ �. date:201 f.08. 6 1 x:29 0 -04`04`
rrcz�
Florida Registered Professional Engineer#73778
c
Page 1 of I
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398 E.Dania Beach Blvd.
BUILDING DROPS Suite 338
:r Dania Beach, FL
A Perfect Solution in Every Drop!
954.399.8478 PH
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'Certificate of Authorization:29578 954.744.4738 FX .
contact@buildingdrops.com
September 26,2017
TO: Whom It May Concern
i
FROM: Hermes F.Norero, P.E.
Registered Florida Professional Engineer#73778
I
MANUFACTURER: Trinity Glass International
33615 1st Way S
Federal Way,WA 98003
FLORIDA PRODUCT
APPROVAL#: FL20867
PRODUCT CATEGORY: Exterior Doors
SUBCATEGORY: Swinging Exterior Door Assemblies
SUBJECT: Product Conformance to the 6th Edition(2017)Florida Building Code
Dear Sir(Madam),
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 6th 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 6"Edition of the
Florida Building Code.Therefore,all test standards listed below are valid for the 6th Edition of the
Florida Building Code.
INSTALLATION EVAL. QUALITY
SECTION INSTRUCTIONS REPORT ASSURANCE QUA. EXP. TEST SIDS.
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
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398 E.Dania Beach Blvd.
BUILDING DROPS Suite 338
4 Dania Beach, FL
A Perfect Solution in Every Drop!
954.399.8478 PH
Certificate of Authorization:29578 954.744.4738 FX
contact@buildingdrops.com
I
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
AAMA 1304-02
National TAS 202-94
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 PER 4423 and 12/31/2018 ASTM E330-02
Management ASTM E331-00
Institute AAMA 1304-02
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Hermes F. Norero,P.E.
Florida No.73778
Page 2 of 3
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•
398 E.Dania Beach Blvd.
; BUILDING DROPS Suite Dania Beach F8
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.
i
This product is manufactured under a quality assurance program currently approved by the
Florida Building Commission.
Please note that I do not have,norwill I acquire,afinancial interest in any company manufacturing j
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 sealing the test report(s).
Respectfully submitted,
I
F O
�O
— � • T T ' � = I
0� pP;' ( � Digitally signed by Hermes F.Norero,P.E.
10,
.#� �`S,'••••....••'' G Reason:I am approving this document
`9/ONAL E� Date:2017.10.0916:47:00-04'00'
ltt��``
Hermes F. Noreroll , P.E.
Florida Registered Professional Engineer#73778
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Hermes F. Norero, P.E.
Florida No.73778
Page 3 of 3
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�DTRINITY GLASS
imras NATIONAL
Trinity Glass International TPINITY 6L336551ST WAY SI IONAL
AYS 5
INSTALLATION NOTES: reo6aAL WAY.WA 9e003
1. ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR GLAZED FIBERGLASS DOOR PH'
(Z53)975-7J00
LOCATION SHOWN. p Z m
2. 1HE NUMBER OF INS IALLAHON ANCHORS DEPICI ED IS IHE
MINIMUM NUMBER OF ANCHORS SI NON-IMPACT INSWING/O UTS WI NG BE USED FOR PRODUCT Z
INSTALLATION OF THE MAXIMUM SIZE LISTED.
3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE w 2 Z 'S LL- x
OF t1/2 INCH(I.E.,WITHOUT CONSIDERATION OF TOLERANCES). S, w LL
TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION GENERAL NOTES: N
ANCHOR TO THE NEXT. w,Zi "• T 'D m w ^^
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND TABLE OF CONTENTS ¢ Zp o z c
4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA HLU w 0 Z"I
BEARING SHIM(S).MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4 BUILDING CODE(FBC),INCLUDING HVHZ AND HAS BEEN SHEET# DESCRIPTION 7� H p c
INCH.SHIM WHERE SPACE OF 1/16 INCH OR GREATER OCCURS. EVALUATED ACCORDING TO THE FOLLOWING: w V a m W p a
SHIM(S)SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR TAS 202-94 1 General notes z w m --
BETTER. ASTM E203-04 2 Typical elevations,design pressures d '
• ASTM E33M2
5. THROUGH FRAME:FOR INSTALLATION INTO 2X WOOD FRAMING USE ASTM E331_00 3 Typical elevations,design pressures
MINIMUM 410 WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1 AAMA 1304-02 4 Typical elevations,design pressures Q
1/2'MINIMUM EMBEDMENT INTO WOOD SUBSTRATE.MINIMUM EDGE p
F nv vA••e�A c w n,niT,,l n�� 2. ADEQUACY OF IHE EXISTING STRUCTURAL 5 Typical elevations,design pressures
' ¢ CONCRETE/MASONRY AND 2X FRAMING ASAMAIN WIND 6 Door panel construction details m
THROUGH FRAME:FOR INSTALLATION INTO CONCRETE/MASONRY, FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND
USE 114•ITW TAPCONS OR 1/4'ELCO ULTRACONS OR 3/16'ITW TRANSFERRING APPLIED PRODUCT LOADS TO THE 7 Door panel construction details (n
TAPCONS OF SUFFICIENT LENGTH TO ACHIEVE 1 1/4•MINIMUM FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR
F6. R l construction details
EMBEDMENT INTO CONCRETEIMASONRY. ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. $ Door panel Z
7. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL 3. 1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND 9 Sldellte panel construction details C)FINISHES,INCLUDING BUT NOT LIMITED TO STUCCO,FOAM,BRICK ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE 10 Sidelite panel construction details H z
VENEER,AND SIDING. STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE •+/ O
11 Sidelite panel construction details
RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF I--�
B. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE RECORD FOR THE PROJECT OF INSTALLATION. 12 Horizontal cross sections CIE
MADE OF CORROSION RESISTANT MATERIAL OR HAVE A 13- - Horizontal cross sections w �- - - - - - - ---- --
CORROSION RESISTANT COATING. 4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC LU
AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC 14 Horizontal cross sections
9. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT INSTALL SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE 15 Vertical cross sections
INSTALLATION ANCHORS INTO MORTAR JOINTS.EDGE DISTANCE IS FROM THE REQUIREMENTS DETAILED HEREIN,A LICENSED
MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC 16 Vertical cross sections
JOINT INTO FACE SHELL OF BLOCK. DOCUMENTS FOR USE WITH THIS DOCUMENT IN NON•HVHZ
AREAS. 17 Vertical&Horizontal cross sections
10. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE 18 Horizontal cross sections z
WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, 5. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR
AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH THIS PRODUCT. 19 Buck&Frame anchorin
STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY20 Buck anchorin �D
THE ANCHOR MANUFACTURER. 6. FRAME&MULLION MATERIAL:PVC OR WOOD „
21 Frame anchoring p �:
11. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE 7. CLADDING MATERIAL:FIBERGLASS
BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING 22 Frame anchoring
PROPERTIES: 23 Frame anchoring LL • ~�
A.WOOD-MINIMUM SPECIFIC GRAVITY OF 0.55. (n Q�•�n
B.CONCRETE-MINIMUM 3000 PSI COMPRESSIVE STRENGTH 24 Frameanchoring ��••.•�
C.HOLLOW/GROUT FILLED CMU-STRENGTH CONFORMANCE TO 25 Buck anchoring ��d• F
ASTM C90,MIN,Fm=2000 PSI. RC
26 Frame anchoring �'�.�y p 12
27 Buck anchoring O m m z
28 Frame anchoring Z x=1--r z
29 Components -
30 Components DWG#:
Di,10,signed 11 Hermes F.Norero,P.E. _ 31 Components FL 20867.
__--- —___ —_ _._ —__—__— a
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Date:2016.10.18 09:21:11-04'00' 1
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53.00"MAX O.A.FRAME WIDTH 68.50"MAX O.A.FRAME WIDTH INTERNATIONAL
1 2 3 1 2 4 1 2 3 1 2 4
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WOOD +47.0 -47.0 +55.0 -55.0
OX/XO 53.00"X 81.63"
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105.00"MAX.O.A.FRAME WIDTH
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15 1 15 15 16 16 �E2O.
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MAX. DESIGN PRESSURE(PSI) DESIGN PRESSURE(PSF) 0=( 6 �
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CONFIGURATION FRAME
ALUMINUM ASTRAGAL PVC ASTRAGAL �• a�
DIMENSION POSITIVE NEGATIVE POSITIVE NEGATIVE
XX 74.00"X 81.63" +55.0 -55.0 t47.0 -47.0
OXXO 105.00"X 81.63" +55.0 -55.0 +47,0 -47.0 [m-'-17:7
m JL-,32= u Z
DWG#:
--- - -- ------ - ---- - --- - -- -- - - - -FL-20867.3 -----
----- - - --------------------- ---------------------------- --- --------
SHEET: 5 OF 32
LVL STILE EXTERIOR aDTRINITY GLASS
FIBERGLASS SKINPVC STILE CAP INTERNATIUNAL
11
7 -1.58 2.30" .17" 1.56"
,,--TOP RAIL
TRINMGLASS NTFRWn0NAL
PVC 336515 AYS
56.1 FEWAY,AY,WA98DD3
1.56 1.22" PR.(253)075.7300
A
FOAM CORE INTERIOROCK BLOCK 12
LVL L
LVL STILE 6
PVC STILE CAP 'Z' Z z m u-
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35.76'
HORIZONTAL CROSS SECTION ,co<
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PANEL WIDTH N 0
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21.0"D.L.C. J'K Hz 'E
50"GLASS BYTE 63 Z z
HOT&FOAM MELT SEALANT 1"O.A.THK GLASS F22 0
a
1/8"TEMPERED GLASS
♦ AIR SPACE
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1 EXTERIOR INTERIOR
.0
1/8"TEMPERED GLASS z
ALUMINUM/BUTYL0
OR STAINLESS STEEL z
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ED
c
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+ +
Lu GLAZING DETAIL Lu w
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0
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+
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BOTTOM RAIL 0 ljm�,I
PVC ...........
+
LIPLITE1.35"
FRAME
ABS or PC/ASAal
c
16.75,, 5.500 LOCKSET HARDWARE
1.56"
3.3" MANUFACTURER MODEL p le
— B.7" KWIKSET LOCK&DEADBOLT COMBO 9!
SIGNATURE SERIES 991 5.
2 r2-,\ VERTICAL CROSS SECTION in
LOCK&DEADBOLT COMBO z
b6 N, ',KWIKSET 3��- x Zz
GLAZED DOOR SIGNATURE SERIES 980 Coln 1k) _ V)
♦ LOCK:F-SERIES DWG#:
LIP LITE SCHLAGE DEADBOLT:B60 SERIES FL-20867.3
EIBERGLASS-SKIN:-0.079-"THICK MIN------- DETA A-
FOAM CORE:POLYURETHANE SHEET: 6 OF 32
- - 1
LVL STILE
EXTERIOR DTRINITY GLASS
FIBERGLASS SKIN PVC STILE CAP 1.72'
158"� G9 X2.38"-� 1.58" INTERNATIONAL
17" I 1.57"
1 } ' TOP RAIL
TRINITY GLASS INTEDNATI(INAL
PVC 33631ST WAYS
1.22" 1.12" 1.56" 1.25" FEOEAAL WAY.WA 99003
DN:(2537975-7300
It
- --— - — FOAM CORE -
10" FOAM CORE INTERIOR LVL LOCK BLOCKJ
31"— PVC STILE CAP LVL STILE w o
m Z Z
35.75" �1 HORIZONTAL CROSS SECTION FIBERGLASS SKIN--,,\, .c a a w LL
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PANEL WIDTH 7 1::;.;; N a ca
0 T z m e
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21.0"D.L.O.— _ - w«A Oy w ?¢�
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MELTSEALANT
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1.72" AIR SPACE G1 0
INTERIOR m
EXTERIOR
118"TEMPERED GLASS Z
1
7 ALUMINUM/BUTYL C)
~ #8 X 1-118"SELF OR STAINLESS STEEL I--1 0
SPACER SYSTEM
SEE DETAIL 1 THREADING SCREW j
a o �1 GLAZING DETAIL o
In
O — 4.14"'
FLUSHGLAZED FRAME — 1.24"
0 0 2'38 FOAM CORE
II I o
8.6" LVL LOCK BLOCK 1'70" 1"
f BOTTOM RAIL
CIS 5.66" PVC .� �� .........
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10.5' FLUSHGLAZED FRAME 1.35" O a
A7 d
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ABS or PC/ASA LL
r
16.75" LOCKSET HARDWARE 1 56 ��b-., :•� a
MANUFACTURER MODEL
6° 6 2" KWIKSET LOCK&DEADBOLT COMBO
8 1" 2 r�"� SIGNATURE SERIES 991 VERTICAL CROSS SECTION m m z
7 �ry KWIKSET LOCK 8 DEADBOLT COMBO 7 ¢ Z __ �Z
n GLAZED DOOR SIGNATURE SERIES 980 a o a v 'n
I FLUSHGLAZED SCHLAGE LOCK:F-SERIES DWG#7
FIBERGLASS_SKIN
DEADBOLT:B60SERIES - _ FL-20867.3
_0.079"THICK-MIN._ ---- --DETAIL-1— -- ---- I --
FOAM CORE:POLYURETHANE 5HEETr
7 0� 32
LVL STILE EXTERIORaDTRINITY GLASS
-1.58" - -
FIBERGLASS SKIN G' 238" -158 - PVC STILE CAP 1.72" y INTERNATIONAL
17" �F 1.57"
} TOP RAIL TASM YfAA55 iNTERNAT[ONAL
3365 IST AY S
1.22" 1.56" 1.25" PVC FEDERAL WAY WA 98003
L x
PH:(253)8767300
FOAM CORE FOAM CORE :;;=: •:`�. - 0-3 --
INTERIOR 19"-
LVL LOCK BLOCK <o w Z'
31 f PVC STILE CAP LVL TILE-/'19"
z i Z a=LL
FIBERGLASS SKIN ;+. N Qa°- o W'm LL
35.75° oZ �c7 Mme
1 HORIZONTAL CROSS SECTION ':;;:;?;:y'e
PANEL WIDTH $ p mZH
H m
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0
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23.2°D.L.O. HOT&FOAM .50"GLASS BYTE z x uj H a
MELT SEALANT �ZZ v w aom
5.. 1"O.A.THK GLASS oe ,
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118"TEMPERED GLASS Gi
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1.72" AIR SPACE INTERIOR o
s.s" EXTERIOR m
1/8"TEMPERED GLASS �
Z
1 ALUMINUM/BUTYL Z
8 OR STAINLESS STEEL o
o #8 X 1-1/8"SELF SPACER SYSTEM
o THREADING SCREW (r:':%;';:•:.... j
v SEE DETAIL 1 8 ' '
- w 1.50" LU -w -
-j �1 GLAZING DETAIL ix a
z 4.14" MAHOGANY FRAME
/ 2.38" i
o 2.52" 1' FOAM CORE o
m LVL LOCK BLOCK
' BOTTOM RAIL /,��i a
5.66" } PVC .. �, ,.:.. W
....
M A$ MAHOGANY FRAME 1'35" p: "� o dA
' ABS or PC/ASA )i
16.75" LOCKSET HARDWARE -1.56"
MANUFACTURER MODEL �'� �// *P.
KWIKSET LOCK&DEADBOLT COMBO
2 ^^� SIGNATURE SERIES 991 VERTICAL CROSS SECTIONIii m Tm Z Lu v)
$ (�� LOCK&DEADBOLT COMBO $ ~¢ Z _u- Z
KWIKSET
GLAZED DOOR SIGNATURE SERIES 980 o p v
11 LOCK:F-SERIES DWG#:
MAHOGANY
Es
CHLAGE DEADBOLT:B60 SERIES FL-20867.3
-- - FIBERGLASS-SKIN_0.07.9_THICKMIN.- — ---DE:TAIL_1--- - -- --- --- ----- ---- ---- ------------ - --
FOAM CORE:POLYURETHANE SHEET: 8 OF 3 2
1
FIBERGLASS SKIN G1 LVL STILE aDTRINITY GLASS
EXTERIOR IN TE NN AT I ON AL
1.72"
1.57"
LVL STILE
TRININ 6LA55 SNTEPNATIONAL
1.56"1.72" nabs IST wAV s
Ai FEDERAL WAY,WA9a00]
LVL TOP RAIL PH:(t9a)875-1]00
1.25"
- — - - INTERIOR °o z U)
J
FOAM CORE 78 FIBERGLASS SKIN
lA m
HORIZONTAL CROSS SECTION "`''�:"`i m Z a Z o LL
13.88"MAX.
PANEL WIDTH 9 FOAM CORE w H LuLu
6.92 MAX D.L.O. oP5 o Qpm
my w "i'Ac Z a N'¢ ..
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p, m
50"GLASS BYTE— Lu
HOT&FOAM MELT SEALANT ~
1 1"O.A.THK GLASS G1 �
9
• } 118"TEMPERED GLASS m
AIR SPACE INTERIOR l!)
1.72" EXTERIOR z
= O Q
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J
Z
o
= 1/8"TEMPERED GLASS
w ALUMINUM/BUTYL �"� H
z OR STAINLESS STEEL v
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o N THREADING SCREW
0 CID
(
GLAZING DETAIL
LIPLITE FRAME o
In
O *
1.51" ':: .:��F' �:.......
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1.25
1 pa
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2 w �����'�y••*PROS`��
9
mZ ova
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2 SIDELITE PANEL VERTICAL CROSS SECTION o a o _ V?
LIPLITE FRAME A9 LIPLITE FRAME 9 DWG#:
FIBERGLASS-SKIN:-0.079"-THICK MIN. ABS or PC/ASA FL-20867.3
FOAM CORE:POLYURETHANE SHEET: 9 OF 32
FIBERGLASS SKIN G1 LVL STILE p YDTRINITY GLASS
—1.72" INTERNATIONAL
EXTERIOR
--{I 1.57"
LVL STILE f
*IttNIT✓GLA52 SN7EQNAT[ONAL
1.56" 1.72" } LVL TOP RAIL 3365W2WAYS
' FEDERAL WAY,WA 90003
a
1.25" GH:(253)875]300
\.•ia C 9
- - INTERIOR
.78" FIBERGLASS SKIN `.r i:+; ¢ �#o
FOAM CORE-/ N o m
W
Q 0 'm j
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13.88"MAX. �1 3 w o e=
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7.D0"MAX D.L.O. •`a.`:;,
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a
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1- a�m a
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1 1/8"TEMPERED GLASS G1
1 AIR SPACE m
1.72" INTERIOR
EXTERIOR Z
T O
1/8"TEMPERED GLASS
0 H o
_ ALUMINUM/BUTYL N p
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LU z #8 X 1-1/8"SELF SPACER SYSTEM >
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ri p
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1 i Gi FLUSHGLAZEDFRAME
9.40"
8.71" :' �•��� ..'y......• �.
--I 1.24" } O. o
1.25"
1 LVL BOTTOM RAIL
2 8.41 . 1.70" O
nVERTICAL CROSS SECTION y F d
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FLUSHGLAZED FRAME ABS or PC/ASA DWG#: p
---- -
-__FIBERGLASS-SKIN. -9°THICK_MIN. ------------- -- - —
FL-2067.3
FOAM
FOAM CORE:POLYURETHANE SHEET:10 OF 32
TRINITY OLASS
FIBERGLASS SKIN Gl LVL STILE INTEFINATIONAL
EXTERIOR 11 1.57"
LVL STILE TREMWGLASSINTERNA AL
336515TWAY S
AIL FEpH
ERAL WAY.WA 98003
LVL TOP R
PR(253)875
1.25"
INTERIOR .78" f FIBERGLASS SKIN-,,, z 6 co,
FOAM CORE W LU 5,
HORIZONTAL CROSS SECTION 0 X
w z
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1.25"
2.52"
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SIDELITE PANEL m y Z
MAHOGANYFRAME 0 li
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z
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�MA NSA DWG#:
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HOG�ANYFRAUME &gABS or PC/ASA
FIB ERGLASS:SKIN:z0;079L-THI CK-.MI N.-- FL-20867 .3
FOAM CORE:POLYURETHANE SHEET:11 OF 32
1-1/4"MIN 1-1/4"MIN
EMB.(TYP) EMB.(TYP) a Q�TRINITY GLASS
INTERNATIONAL
�� 1 2 3 1 2 3
° H H e N' TCTMTY GLASS]]691ST WAYS TTDNAL
FEDERAL WAY,WA 98003
INTERIOR FH:(257)87!-9300
— - 5 INTERIOR �`—' 2 22— \ 0 u*'t v
In 2 Hpp
@1
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(SEE NOTE 1) O a
B E 6 EXTERIOR EXTERIOR BLu
0
HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION r
SHOWN W/2X WOOD BUCK SHOWN W/2X WOOD BUCK m
u swings own-Inswing also approved Outswing shown-Inswing also approved
1-1/4"MIN 1-1/4"MIN z
EMB.(TYP) EMB.(TYP) O Z
H o
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H
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8p
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a° INTERIOR
N A^!. 11 d
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a ° F (SEE NOTE
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IL^ m mZ -AP
3 HORIZONTAL CROSS SECTION 4 HORIZONTAL CROSS SECTION o^ 3 i= -4:Z
1 SHOWN W/1X WOOD BUCK SHOWN W/1X WOOD BUCK o a v
Outswing shown-Inswing also approved Outswing shown-Inswing also approved DWG#:
_ FL-20867_.3_
1.SIDELITE SCREWS LOCATED 6"FROM EACH END OF SIDE JAMB AND 3 EQUALLY SPACED SCREWS FROM THE END SCREWS. SHEET:9 2 OF 3 2
14 16 aDTRINITY GLASS
INTERIOR 1416 I N T E FI N ATI O N A L
INTERIOR
1 @2 @2 — 2 2
.'•( Jr TRINITY GLASS INTERNATIONAL
O 5 33651ST WAY 5
(SEE NOTE 1) ' + 11 O FE AL WAY.WA 98
PR:(2 J )BT 7300003
(SEE NOTE 1)
_ m
•14 hF In
�S
J I"i>m FQ-OZ z-
amm
.5 0Lu otZi�
WZ Q.'N T Omw m
E ;. I N" oo m ZNm
F EXTERIOR J IX Z"
a
6 EXTERIOR 7 8 EXTERIOR 'i o a �ui n a
Z 1 m
cz
HORIZONTAL CROSS SECTION r2--�HORIZONTAL CROSS SECTION
13q3V Outswing shown-Inswing also approved
Outswing shown-Inswing also approved o
a
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1716 INTERIOR z
17 18 O
:t INTERIOR Z
(SEE NOTE 1 '':.':. ::i?:: "L.. :.r• H
> " 2 2 2 Iu)
L O / U
11 \ (SEE NOTE 1) LU a
F `
E 7 8 O \r- d'
o
6 EXTERIOR
EXTERIOR L: F
HORIZONTAL CROSS SECTION 4 HORIZONTAL CROSS SECTION
3 3 Outswing shown-Inswing also approved
Outswing shown-Inswing also approved
ui
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7�m7 m 2: J F-
n 9
-Vi)
== u Z
O p V
DWG#:
NOTE: FL-20867.3
17SIDELITE SCREWS-LOCATED-6"-FROM-EACH-END-OF MULLION AND-3-EQUALLY"SPACED-SCREWS-FROM-THE-ENUSCREWS. SHEET:q 3 OF 3 Z
aDTRINITY GLASS
INTERNATIONAL
INTERIOR
1 2 3 I MTY GLASS NTRNAnONAL
INTERIOR 1 2 33365 IST WAY 5
FEbERAL WAY,WA 98003
1 2 3 1 2 3 PH:(251)875-71DD
Gma ID
0z
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G
Co.
2 2t2 U)
5 0-20 7, z p-io >
0
z z 0
W
2 (SEE NOTE 1)
U)
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Rm -c
-Wo 00 zD
Lu -1
co z a 1-4 0 z
0
F2 z uffi
0 G F 7 8
E
(SEE NOTE 1) 6 EXTERIOR
EXTERIOR
HORIZONTAL CROSS SECTION HORIZONTAL CROSS SECTION
Outswing shown-Inswing also approved M-V Outswing shown-Inswing also approved N
z
0
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Lu V)
2021
11 11 0
0
7 8
HORIZONTAL CROSS SECTION =>z
Outswing shown-Inswing also approved z m:LL
Z
NOTE: DW&#;
-.-SIDELITE SCREWS LOCATED-61EROM-EACH-END-OF MULLION AND 3 EQUALLY SPACED SCREWS FROM-THE-END SCREWS. FL-20867.3
SHEET 140F32
D aDTRINITY GLASS
INTERNATIONAL
K
a., ,' _
I VQ °MIN. MMryGLASS 3365 ST IWAV 5ATIONAL
o, v o 1-114'MIN. v •oo FEOEAAL WAY,WA90003
v EMB(Ty
(TYP.) PH:(257)9757300
A
Q 7 Z z>m
NC1Lu
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C a J y N p w u
Q m
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11 1 2 3 EXTERIOR L �Z Q u o
Z a m
EXTERIOR
H 5
5 INTERIOR
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INTERIOR
T
C1 VERTICAL CROSS SECTION U-) m
1 VERTICAL CROSS SECTION 15 SHOWN W/1X WOOD BUCK z
15 SHOWN W/2X WOOD BUCK Outswing shown-Inswing also approved O
Outswing shown-Inswing also approved 1--I z
Lu
EXTERIOR INTERIOR a
INTERIOR
EXTERIOR 5 11
D
11 10 25 0
24
4
�% \ ..a. 4, 4 , . • „ \J \ ° r
�LL'
q
4 1/4'MIN.
a. M (TYP.)a -1/4”
4, . a . 1MIN. •.O�•f
C�
°4 < .. 4' n •4 EMB(TYP.)
F_ m
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VERTICAL CROSS SECTION
VERTICAL CROSS SECTION 4 DWG#:
15
OUTS_WING SILL INSWING SILL -FL-20867.3
_ 15 _
SHEET:15 OF 32
D a
D TRINITY GLASS
K ° ° INTERNATIONAL
` 1-1/4"MIN.
1-1/4"MIN. .° v v°
.a v EMB(TYP.) 1AINITY6USST WAYNATSONAL
Q° 3165 IST WAYS
EMB(T/P.) ova v ° FEIEAAL WAY,WA 18011
Y_--- —--- —----- D EH:(253)875-7300
8 I oZ m
O N F N
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(SEE NOTE 1) O C o O H>m a
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(SEE NOTE 1) m z W o="
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2 2F N o e u
C 1 2 3 No" p m Z¢m
� 2 ^
W'
1 2 3 EXTERIOR L Z 2
a m w o
Fq
(SEE NOTE 1) Z W , m
h a m
EXTERIOR H INTERIOR
INTERIOR a
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1� VERTICAL CROSS SECTION 6 SHOWN W11X WOOD BUCK a°
\L6-/ SHOWN W/1X WOOD BUCK Outswing shown-Inswing also approved l!)
Outswing shown-Inswing also approved Z
z
EXTERIOR O
EXTERIOR INTERIOR INTERIOR /�
``^ H
Z 2 O JLu N
2 2 D (SEE NOTE 1) CL
a
10 26
(SEE NOTE 1) 24
13 D o
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,. y�., l
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a 1-114"�NMIN.
.a • 1-1B P. LL'17,
n .. .° - •a EMB(NP.) Ul
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VERTICAL CROSS SECTION r41 VERTICAL CROSS SECTION ° m m z u,,n
16 16 INSWING SILL Q z�' '4= u z
-- OUTSWING SILL a^o o a
DWG#:
NOTE: _ _ FL-20867.3
--1. SIDELITE SCREWS-THRUHEADER AND-SILL LOCATED AT-CENTER-OF-EACH-SlDELITE TOP-AND BOTTOM-RAILS. SHEET.1 6 OF 32
1-1/4"MIN C 1-1/4"MIN
EMB TYP C TRINITY GLASS
( ) 1EMB(TYP) OP SHEET ROCK 1A � INTERNATIONAL
SHEET ROCK
FURRING ';ft'`a (y�.... :._,,:
""'�` ,�' '� FURRING m3ra3vcusswYERNA33oNAL
y?� D ''�' 3355 l5T AYS
FEDERAL
WAY,WA 99003
°. ,'+i•l'. D
Ki:
(253)975.7300
+ O Z�+
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1)0 -
W W ° i, N u it v
U F INTERIOR W z N d o
U Q Q >m
.. W .�O W m
ZQ Q.a CIU wZ o6V
°. 11 LL
A.:. �:f::' ., W m t+ J W CC V 2
r N NH rZ. � .0 Z Qm
L
J W Q n
W p O C H O Q
In
P EXTERIOR °• a F°Z = w m m
EXTERIOR 2 2 K a �] it
KW
E 8 a
HORIZONTAL CROSS SECTION HORIZONTAL CROSS SECTION m
1 T Direct to masonry(5-1/4"min jamb) 1 Direct to masonry(5-1/4"min jamb)
Outswing shown-Inswing also approved Outswing shown-Inswing also approved Z
1"MIN EDGE z n 1"MIN EDGE
H z
K DISTANCE I K DISTANCE
SHEET ROCK SHEET ROCK H
W ° v
° FURRING FURRING ILJJ
w
p�. . � .. DC o
zr
m2 Z 2 .0 a3�Yi i✓a
w `O '
0
11 5 O u: .
D 1 (SEE NOTE 2)
EXTERIOR EXTERIOR
INTERIOR INTERIOR 'idy '*P10```��
n VERTICAL CROSS SECTION VERTICAL CROSS SECTION n m ii
m Z
Direct to masonry(5-1/4"min jamb) T Dire ct to masonry(5-1/4"min jamb) Q z Y= z
Outswing shown-Inswing also approved Outswing shown-Inswing also approved 0 3o v
NOTE: bw6#;
1,SIDELITE SCREWS LOCATED 6"FROM-EACH END-OF-JAMB AND 3 EQUALLY-SPACED SCREWS FROM THE END SCREWS. _ __ _ FL—ZO867.3
_ _ _
2.SIDELITE SCREWS THRU HEADER AND SILL LOCATED AT CENTER OF EACH SIDELITE TOP AND BOTTOM RAILS. SHEET:17 OF 3 2
1-1/4"MIN aDTRINITY GLASS
EMB.(TYP)1 INTERNATIONAL
1 2 3 C
D T JM-YGLASS INTERNATIONAL
' 3365157 WAY 5
FEDERAL WAY.WA 98003
H -
8 D PK(253)875-7300
lb
—- - - - - - - n - O Z —--- "W1--— ----
"MIP 5 oC Z d
EMB( ) INTERIORC N>
Q
m
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1A 11 mzza 'In x
SHEET ROCK e N In a w
D Z K H vI m Q
11 FURRING a� <� z Lu o z H
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Z U w
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p. HZ m
5
w EXTERIOR 8 I Q
INTERIOR w B
W F r2 HORIZONTAL CROSS SECTION T
>` N 1 SHOWN W/2X WOOD BUCK
Outswing shown-Inswing also approved Z
` 1-1/4"MIN O z
EXTERIOR 6 P EMB.(TYP)
1 2 3p p. w N
7 8K C[ a
L
HORIZONTAL CROSS SECTION
1 Direct to masonry(5-1/4"min jamb) o
Outswing shown-Inswing also approved 5
INTERIOR " 0Rai
F
�D m
m �cn
EXTERIOR 7 8 A o^ 3 10-' =x Z
Z
o p u
HORIZONTAL CROSS SECTION DWG#:
SHOW _ _ _ FL-20867.3_
-- - -- --- - - —- - ---- - - N WLX_
1WOQD BUCK---- - _
-------------
Outswing shown-Inswing also approved SHEET:q O OF 3 2
6"(TYP) aD TRINITY GLASS
a" — SEE HINGE .A ° INT E R N ATI 0 NAL
DETAIL 1
a" F c I " T WTY GLASS INTEMIATLONAL
6 6• 33651ST WAY 5
p ' 4 FEDERAL WAY.WA 96003
4, A TYP.HEAD G 2X BUCK e' ° H 2X BUCK PH;(253)615.9300
- ------ AND JAMBS ° . C,z m
N 1X BUCK ° L 1X BUCK °o- .-_
P DIRECT TO p DIRECT TO z a o
MASONRY / _ MASONRY �'o .2 H>m
J/ � z vi m
31 0"MAX. E TYP.HEAD w z g Z o=
0 .(TYP.) 1X/2X BUCK &JAMBS ia^MAX. a$�' a p ¢V LL
HINGE DETAIL 7 o'C'(nP') c=i � u' m w
N Z m Z<m o
1X/2X BUCK—\ DOOR FRAME m a w o<$
Haa <^
LU
15.13"MAX. ® �Z ' x
O.C.(TYP.)
5.50"
F MASONRY f
MASONRY g OPENING m
OPENING SEE HINGE
DETAIL G 2X BUCK to
• N 1X BUCK
P DIRECT TO ' p TYP.SILL
MASONRY Z
0
E _ H
HINGE DETAIL 2 LU w
da ^a:o
BUCK ANCHORING HINGE JAMB FRAME ANCHORING STRIKE JAMB
Masonry construction o
CONCRETE ANCHOR NOTES: ����• O
1.Concrete anchor locations noted as"MAX ON CENTER"and at the corners must be ��,•"" '�
adjusted to maintain min.edge distance to mortar joints. Additional concrete anchors o �. o �
may be required to ensure the"MAX ON CENTER"dimensions are not exceeded. 8 LC - k,
2.Concrete anchor table:
ANCHOR ANCHOR MIN. I MIN.CLEARANCE MIN CLEARANCE TO 2X BUCK / �y •. '�
TYPE SIZE EMBEDMENTI TO MASONRY EDGE ADJUSTMENT ANCHOR T moi,d'�••'•• •'••F
ITw BUILDEx 1XBUCK N y pRO
TAPCONO 1/4" 1-1/4" 2" 4" DIRECT TO P
ELCO114" 1-1/4" 1" 4" MASONRY F 15: a w F
ULTRACON® en Z� -1
TAPCONO 3/16" 1-1/4" 3" 1-1/2" o 0 0 u= U Z
I
WOOD SCREW INSTALLATION NOTES: STRIKE PLATE DETAIL DWG#;
- 1-Maintain-a-min.-5/8"-edge=distance,-&1"o.c.spacing-of-wood-screws-to-prevent- -- _ _ --- _ FL-20867.3
splitting of wood. - SHEET:
19 of 3-2-
D TRINITY GLASS
e e d 7u 4" na d 7„ w 4„ a INTERNATIONAL
a
3"— o 3"-
4"
--4" 4" TRIMTY GLA55 SNTERNATIONAL
D 3365157 WAY
5
FEDERAL WAY.WA 9M03
TYP.HEAD PH:(253)975-7300
D
--- -- d. a &JAMBS d. TYP.HEAD - 00 - - v ----
&JAMBS N F t7 Z o
z N>m
O - .
z L x
W x
m u U oi
Z
z W
W Ij Q
1X/2X BUCK 1X/2X BUCK—\\ -3:E v o a z
F
l7 NED ¢
Z m _1 OC H 3z a
15.13"MAX. 15.13"MAX. 12 o LU a m"
FOR REF.ONLY O.C.(TYP.) O.C.(TYP.) z a m
FOR REF.ONLY LLS
I-
o
MASONRY MASONRY m
OPENING OPENING �
Z
A 0 d 'd
< H z
• � ix
d d U
LU
Ln
Q
eA n/
�3
BUCK ANCHORING BUCK ANCHORING d
CONCRETE ANCHOR NOTES: .`%%N O
1.Concrete anchor locations noted as"MAX ON CENTER"and at the corners must be
Oyu
adjusted to maintain min,edge distance to mortar joints. Additional concrete anchors may be o
required to ensure the"MAX ON CENTER"dimensions are not exceeded. LL (
2.Concrete anchor table:
ANCHOR ANCHOR MIN. MIN.CLEARANCE MIN CLEARANCE TO ��d'�''�"^V" •F y
TYPE SIZE EMBEDMENT TO MASONRY EDGE ADJUSTMENT ANCHOR y O b
ITW BUILDER
iAPCONO 1/4" 1-1/4" 2" 4" T iL
ELCOULTR CON® 1/4" 1-1/4" 1" 4" Y U_ ¢
ITW BUILDEX Z-
TAPCONO 3/16,I 1-1/4" 3" 1-1/2"
DWG#:
WOOD SCREW INSTALLATION NOTES: _ FL-20867.3
I.-Maintain-a min-.5/8"edge distance,&-1"D.C.spacing of wood screws to prevent-splitting of"wood, SHEET:20 OF 3 2
6 q
7" aD TRINITY GLASS
SEE HINGE ° 3 --3" I INTERNATIONAL
DETAIL 18
A �- a
TR WWGLA55INTERNATIONAL
33651ST WAY 5
FEDERAL WAY.WA 98003
7
PH:(253)875.7300
° H 2X BUCK
oz__ m
- L 1XBUCK - --m
D DIRECT TO z Z#$
MASONRY .— ¢'o 0 �' m
(MAP.
O.C. TYP.HEAD I STRIKE PLATE DETAIL °z czi o LL x
O.C. TYP.) 1X12X BUCK 14"MAX. �+ ' z o Q= LL
&JAMBS O.C.(TYP.) o Z Q �2 m
w t W j w m
N rL m Z Q m
F
DOOR FRAME _, _ g Q H w z
G 2X BUCK P ¢ _"'
5.5(y, N 1X BUCK cf.
a"
P DIRECT TO
MASONRY MASONRY
OPENING E
T
SEE HINGE m
DETAIL 2 b HINGE DETAIL 1 N
° _ D — F H z
TYP.SILL g N o
B' G 2X BUCK > cl
N 1X BUCK LU (;
Bub --
P DIRECT TO
HINGE JAMB A° STRIKE MULLION MASONRY
E
FRAME ANCHORING o
CONCRETE ANCHOR NOTES: Masonry construction HINGE DETAIL 2
1.Concrete anchor locations noted as"MAX ON CENTER"and at the corners must be .`` 03�1�'�,
adjusted to maintain min.edge distance to mortarjoints. Additional concrete anchors 141617 O i Q
may be required to ensure the"MAX ON CENTER"dimensions are not exceeded. O O2X o
2X O 4X w f
ANCHOR ANCHOR MIN. MIN.CLEARANCE MIN CLEARANCE TO N ��• F
TYPE SIZE EMBEDMENT TO MASONRYEDGE ADJUSTMENT ANCHOR 14 16 17 ® •
ITW BUILDEx ® 18 e y� •• ''.
TAPCON® 1/4" 1-1/4" 2" 4"
ULTELCO
RACON® 114" 1-1/4" 1" 4" ®
ITW BUILDEx ® ® ® m T tii
TAPCON® 3116" 1-1/4" 3" 1-1/2" ' Z J 03
04X oo a �Z
WOOD SCREW INSTALLATION NOTES: VIEWA-A VIEW A-A VIEW B-B VIEW B-B DWG#:
1.Maintain a min.5/8"edge distance,&1"o.c.spacing of wood screws Head to mullion attachment Head to mullion attachment Sill to mullion attachment Sill to mullion attachment FL-20867.3
- --to-prevent-splitting of-wood. _--- ----- ----- - ---- (Standard_oriFat Mullion)_ _(-Two=plec_e_Fat-Mullion)___(Standard_-orFatMullion) _(Two_-piece_Fat Mullion)
SHEET:21
OF-3
6"
7" aDTRINITY GLASS
SEE HINGE A ° 3' - 3" I INTERNATIONAL
DETAIL 1 y
MK`YGLASS INTFPNATIONAL
r I 7
3365 IST WAY 5 7 FEOEPAL WAY,WA 98003
° H 2X BUCK PW(753)875-7300
-- - --_ L 1X BUCK $ -
D DIRECT TO w ln Z
MASONRY — S o Z F+>m
31.00"MAX. TYP.HEADSTRIKE PLATE DETAIL �D m
O.C.(TYP.) 1X/2X BUCK 8 JAMBS 14"MAX. ��y L) ¢i
O.C.(TYP.) '30 z m
UJ
DOOR FRAME _ F
Z H Q
G 2X BUCK �F-'zz
G ® 5.50• N 1X BUCK a m
P DIRECT TO
MASONRY MASONRY ¢o
OPENING E
SEE HINGE m
DETAIL 2 d _ _ HINGE DETAIL 1
401XBUCK
0 z
TYP.SILL o
J H �
a
2X BUCK ) ix
Ww°. DIRECTTO
HINGE JAMB a° ° MASONRY
STRIKE JAMB
FRAME ANCHORING
CONCRETE ANCHOR NOTES:
Masonry construction HINGE DETAIL 2 Ci
1.Concrete anchor locations noted as"MAX ON CENTER"and at the corners must be �O
adjusted to maintain min.edge distance to mortarjoints. Additional concrete anchors
may be required to ensure the"MAX ON CENTER"dimensions are not exceeded. O: '
ANCHOR ANCHOR MIN. MIN.CLEARANCE MIN CLEARANCE TO
TYPE SIZE EMBEDMENT TO MASONRY EDGE ADJUSTMENT ANCHOR
IT APCON®x 1/4" 1-1/4" 2" 4" .,vcS=�'-•.. .I••'' ��
uLELCO ° 114" 1-1/4" 1" 4" i,��7 �E PR����`0
ITW OUILDEx
TAPCON® 3116" 1-1/4" 3" 1-1/2" °T° m z
a^ __ -z
WOOD SCREW INSTALLATION NOTES:
o Q
1.Maintain a min.5/8"edge distance,&1"D.C.spacing of wood screws
- to-prevent splitting-of-wood.- __ ----
___ _ _ __ FL •20867.3
-- --- - - ---------- --
SHEET:22 of 32
4 7" D TRINITY GLASS
SEE HINGE o A 3"— �`3" I INTERNATIONAL
DETAIL 1 8
A
B• n=I GLA55 TNTERNATICNAL
33651ST WAY 5
FEDERAL WAY,WA 98083
G I PH:(253)875-73M
H 2X BUCK
m
- -- L 1XBUCK --- o -
z- -u.# -- -
D DIRECT TO j 0 E N 16 m
31.D0•MAX. MASONRY I m O vi m m
O.C.(TYP.) 1 X/2X BUCK TYP.HEAD ia'�MAx. STRIKE PLATE DETAIL m z = o-LL
&JAMBS O.C.(TYP.) o a m
DOOR FRAME _ F 6 5* 9 o a Z Q
LB FA LL Lu Q I"r
Z' OC M,<K .'�.
G �Z w mmo
®
s.sD° �
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OPENING
SEE HINGE m
DETAIL 2 ° _ _ HINGE DETAIL 1 r�
n D F O Z
TYP.SILL 6 N O
.4 _ B^ G F1
Bu W uj
l a
A,
HINGE MULLION °
STRIKE MULLION e
FRAME ANCHORING
Masonry construction o
CONCRETE ANCHOR NOTES: HINGE DETAIL 2
1.Concrete anchor locations noted as"MAX ON CENTER"and at the corners must be .��•C�QO•• { a3���%„
adjusted to maintain min.edge distance to mortar joints. Additional concrete anchors 14 16 17 O
may be required to ensure the"MAX ON CENTER"dimensions are not exceeded. D D 2X a
2X D 4X LL r
kd
ANCHOR ANCHOR MIN. MIN.CLEARANCE MIN CLEARANCE TO 141617 ® 18 ® ® ® N��,•••�� � � II•
TYPE SIZE EMBEDMENT TO MASONRY EDGE ADJUSTMENT ANCHOR
ITW PCON®x 1/4" 1-1 /4" 2" 4" ° �d,�••... .l..•O�s ,.
ULTELCORACONe 1/4" 1-1/4" 1" 4"
ITW BUILDER ° ° ° ° T
TAPCON® 3/16" 1-1/4'
r 3" 1-1/2" e Z Nz=en z z
04X a a o
WOOD SCREW INSTALLATION NOTES:
VIEW A-A VIEW A-A VIEW B-B VIEW B-B DWG#:
1.Maintain a min.5/8"edge distance,&1"o.c.spacing of wood Screws Head to mullion attachment Head to mullion attachment Sill to mullion attachment Sill to mullion attachment FL-20867.3
Standard-or_Fat Mullion Two_ iece-Fat-Mullion _ _ _
to preventsplitting ofwood. - —- " - - _ ---1-- -P -- tan ar_or- at- u-Ion-_-_ (Two-piece. a Mullion_.-__-
SHEET:23OF 32
� ppaa
n 7" Q�TRIWITY GLASS
SEE HINGE ^ 3 3" INTERNATIONAL
DETAIL 18
A
jj I I I j S. TRIMTY GLASS INTERNATIONAL
33651ST WAY 5
�\ FEDERAL WAY,WA 98003
a, PR(253)875-7300
H 2X BUCK o
L 1X BUCK o u#
J _ D DIRECT TO
J/ MASONRY I �, o v m
31.00"MAX, w Z
O.C,(TYP.) 1X/2X BUCK TYP.HEAD 14"MAX. STRIKE PLATE DETAIL
V
O.C.(TYP.) VL m in Q
&JAMBSF N f m Z H m
DOOR FRAME--,,,,, T B w a¢H
.—. 7772 LL ¢ C
G 2 Z a caujo
w
Gr- a �Im
5.50"
MASONRY ' E a
OPENING
SEE HINGE CO
DETAIL 2 e _ _ r _ HINGE DETAIL 1 V)
c p F z
TYP.SILL_ g o
g I--1
e a" G >
B B UJ to
HINGEJAMB "; } } STRIKE JAMB
E
FRAME ANCHORING
Masonry construction o
CONCRETE ANCHOR NOTES: HINGE DETAIL 2
1.Concrete anchor locations noted as"MAX ON CENTER"and at the comers must be �` Ey0 * i'v�
adjusted to maintain min,edge distance to mortar joints. Additional concrete anchors
may be required to ensure the"MAX ON CENTER"dimensions are not exceeded. ;'�, o
H W
ANCHOR ANCHOR MIN. MIN.CLEARANCE MIN CLEARANCE TO
TYPE SIZE EMBEDMENT TO MASONRY EDGE ADJUSTMENT ANCHOR ��'•••� >Z'
TAPCONO 1/4" 1-1/4" 2" 4.. .,�cy�y. . •R F �
ULTELCORA ON° 1/4" 1-1/4" 1" 4"
O T
Invm J I
Pco X
3/16" 1-1/4" 3" 1-1/2" ¢^ 3 =x v
WOOD SCREW INSTALLATION NOTES: o
D & #:
1.Maintain a min.5/8"edge distance,&1"o.c.spacing of wood screws FL-20867.3
- --
to-prevent-splitting-of-wood. — — -
— - - -- -- --- - _ ---- - -- - -- SHEET:^ OF 3 2
aDTRINITY GLASS
° 7n r 4"If INTERNATIONAL
3"
4- TRINITYGLAS WF..4NATIONAL
73651ST WAY 5
a,
D FE RAL WAV.WA 98W3
A' PH'.(253)G75 mo
TYP.HEAD � m
° a &JAMBS m--s ----
— - - w alto
N>m -g
l9� iY m J v
w,Z., = O=IL X
m5• U ne¢= LL
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a
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W 'n --
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BUCK ANCHORING d
CONCRETE ANCHOR NOTES: `.� 0 * 4v�,
1.Concrete anchor locations noted as"MAX ON CENTER"and at the corners must be O,
adjusted to maintain min.edge distance to mortar joints. Additional concrete anchors may be
required to ensure the"MAX ON CENTER"dimensions are not exceeded.
2.Concrete anchor table: a
ANCHOR ANCHOR CLEARANCE CLEARANCE
TESIZE
EMBEDMENT TO MASONRY EDGE ADJUSTMENT ANCHOR ��`�/y•••�C PRO,
ITW BUILDEXW
TAELCOPCON114" 1-1/4" 2" 4" ¢� z x ¢
00
uuRAcoN® 114" 1-1/4" 1" 4" o^ 3 == u z
O U
TAPCONOBUILDEx 3/16" 1-1/4" 3" 1-1/2" DWG#:
WOOD SCREW INSTALLATION NOTES: - FL-2867.3
1.Maintain a min.5/8"edge distance,&1"D.C.spacing of wood screws to prevent splitting of wood. SHEET:25 OF 3 2
DTRINITY GLASS
SEE HINGE ^ 7.. s•(TYPI a INTERNATIONAL
DETAIL 1 a 8
3"
jS. MIWW GLASS INTEYNATTMAL
336515T WAY5
A .a A u A ] FEOE. WAY.WA 9.3
(2
° H 2X BUCK PH;(253)875-7300
-- 4 L 1X BUCK
D DIRECT TO z Z# -
MASONRY p 11>m g
31.00'MAX. STRIKE DETAIL 1
ZO
mi4^MAx. 0
O.C.(TYP.) 1X/2X BUCK TYP.HEAD ASTRAGAL SHOWN v3mu�LL
z
&JAMBS FOR REF ONLY O'C'tryP'I o a a m a
DOOR FRAME _ _ F 6a o
In
z a
11)H LL LU
OC M DZ
G 2X BUCK wI)z - M 11�
5.50" N 1X BUCK P a ��
�. P DIRECT TO �u
MASONRY MASONRY o
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DETAIL 2 _ HINGE DETAIL 1 V)
° F H z
D
TYP.SILL B F B _ s N
a
° r j 6• G 2X BUCK j
11 N 1X BUCK W w
P DIRECTTO
HINGE JAMB a ASTRAGAL MASONRY
FRAME ANCHORING E
Masonry construction
CONCRETE ANCHOR NOTES: HINGE DETAIL 2 °
1.Concrete anchor locations noted as"MAX ON CENTER"and at the corners must be ��� O
adjusted to maintain min.edge distance to mortar joints. Additional concrete anchors 0�• ..
may be required to ensure the"MAX ON CENTER"dimensions are not exceeded. 0. RE
ANCHOR ANCHOR MIN. MIN.CLEARANCE MIN CLEARANCE TO G 22 R LL. '�;•,� ~ O"
TYPE SIZE EMBEDMENT TO MASONRY EDGE ADJUSTMENT ANCHOR 29
nW BUILDEX ��•' "F
TAPCONo 1/4" 1-1/4" 2" 4" b''•••. '6
ULTELCORA ONo 1/4" 1-1/4" 1" 4" o ''.,��H *pg°`
ITW BUILDEX .a a
TAPCONo 3/16" 1-1/4" 3" 1-112" ¢ Z w Y Q Ln
2 Z
WOOD SCREW INSTALLATION NOTES: 4Ln
1.Maintain a min.5l8"edge distance,&1"o.c.spacing of wood screws VIEW A-A VIEW B-B DWG#:
Astragal Strike @Head FL
Astragal Strike @Sill 1
- —
L aD TRINITY GLASS
A INTERNATIONAL
�n 7n
4" 1RTMTY3365IST JWAY
NATIONAL
FEDERAL WAY,WA 9BOO7
A
iH'.(253)875-]700
OZInm
TYP.HEAD a z Z
&JAMBS a m m
S OIIi3 x
V 13¢2 LL
u Q wu
m
iwzx Buct< N" m "
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LU LLJ
BUCK ANCHORING
0
CONCRETE ANCHOR NOTES:
1.Concrete anchor locations noted as"MAX ON CENTER"and at the corners must be
adjusted to maintain min.edge distance to mortarjoints. Additional concrete anchors may be 0;( " 6 '
required to ensure the"MAX ON CENTER"dimensions are not exceeded. U: - r
2,Concrete anchor table: �' =•':�'
ANCHOR ANCHOR MIN. MIN.CLEARANCE MIN CLEARANCE TO ••
TYPE SIZE EMBEDMENT TO MASONRY EDGE ADJUSTMENT ANCHOR ��i��j�jY••' OF ��
ITWBUILDEXTAPCONG 1/4" 1-1/4" 2" 4°
ELCO 4 �• m
ULTRACON® 1l4"1 1-1/4" 1" 4" a n 3 J i U-
u Z
ITT'APCOPI®x 3/16 1-1/4" 3" 1-1/2" o �'
WOOD SCREW INSTALLATION NOTES: DWG#:FL-2O867.3
1 Maintainamin-5/8"-edgedistance-81"-o-c-spacing�of-wood-screws-to-prevent—splitting-ofwood.- - --- ---- - ---
SHEET:270F 32
ISE
d 7" `y TRINITY GLASS
SEE HINGE ° . 7• 3 --3" / INTERNATIONAL
DETAIL 1 3" 11 A 8
• I I 1 I I I I 5" TRIMWGLA553NTERNAM AL
A A — 33651ST WAV 5
FEDERAL WAY,WA 98003
%1:(Z53)875-7300
H 2X BUCK m
-- - - - L 1X BUCK o z - m —T - --
_ D DIRECT TO _ _ u Z Z o o
_ MASONRY I p N M
31.00'MAX. lD = a
D.C. TYP.) 1X12X BUCK ASTRAGAL SHOWN 1a°MAx. STRIKE DETAIL 1 m Z o� LL
I TYP.HEAD o.C.(TYP.I z c=
&JAMBS FOR REF ONLY tL Z a a w
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6 Lii Z a ¢ ?o
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5.50° P
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OPENING
SEE HINGE m
DETAIL 2
' - - HINGE DETAIL 1 I�nj
d Z
B�I B D TYP.SILL O o
F �
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HINGE JAMB FRAME ANCHORING ASTRAGAL
Masonry construction E
Li--y
CONCRETE ANCHOR NOTES: HINGE DETAIL 2
1.Concrete anchor locations noted as"MAX ON CENTER"and at the comers must be .� t��,.•• i'i�.
adjusted to maintain min.edge distance to mortarjoints. Additional concrete anchors VIEW A-A O o
may be required to ensure the"MAX ON CENTER"dimensions are not exceeded.
Astragal Strike @Head u� c �
ANCHOR ANCHOR MIN. MIN,CLEARANCE MIN CLEARANCE TO ••: � ~ a
TYPE SIZE EMBEDMENT TO MASONRY EDGE ADJUSTMENT ANCHOR �'•.,
ITW BUILDEX
TAPCON® 1/4" 1-1/4" 2" 4"ELCO �'��'��'/,�•••*PRo``�d
ULTRA ON® 1/4" 1-1/4" 1" 4" .• ��r
ITW BUILDEX m
TAPCON® 3/16" 1-1/4" 3" 1-1/2' e z u 7, ¢Pz
o as 3 �x Uz
110
WOOD SCREW INSTALLATION NOTES: -- DWG#:
----- -- _1.-Maintain-a min.5/8"edge_distance,&1"o.c.spacing of wood screws — --VIEW B-B_ _ __ _ FL-2867.3
to prevent splitting of wood.
Astragal Strike @Sill SHEET:2 8 OF S2-1-
l
j� mo_-`-'
I 5.25" ------ a TRINITY GLASS
I �I — D— -- 2.,2" INTENNATION AL
0 3.98"
1.98—I n �
O TRINITY GLASS T TIONAL
WAY 5
]3651ST WAV 5
O O f +
FEDERALPit(253)B15-7300 3
SIDE&HEAD JAMBS DOOR SWEEP
OUTSWING SIDEL/TE SPACER 25 o Z ---- -- -
O O (5-1/4"or larger) MATERIAL:PVC MATERIAL:PVC o P #g
o MATERIAL:WOOD In o z ``
W In m'
QO '� 4.56.. 5 a o Li x
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n f.1 m M H
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MATERIAL:STEEL
2.44— OUTSWING SIDELITE SPACER
4.56" 1J MATERIAL:PVC a
SIDE&HEAD JAMBS
N MATERIAL:PVC
° z
5.25" o �
go OUTSWING SILL V
ALUMINUM WITH PVC SUBSTRATELIJ 'n
F
5.63" ?: 1
0 9
n SIDE&HEAD JAMBS
!:c (5-1/4"or larger) o
MATERIAL:PVC
4.56--1
z4 INSWING THRESHOLD �.'�.
1.22" 2.44° 0. r-: Q �
ALUMINUM WITH PVC SUBSTRATE 4.56" I I . C;, .' -
rU)- 4.56"
Lo 0
m N m Z �
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90
n SIDE&HEAD JAMBS f SIDE&HEAD JAMBS SILL KEY DETAIL DWG#:
I -- MATERIAL:PVC OPTIONAL FL-20867.3
--
- -- - — - --- -- - SHEET:290F 32
TRINITY GLASS
INTERNATIONAL
4.56"
. ............... iti7M ONAL
iY GLASS i
,...,•r,,,.. 7365157 WAYS
FEOEGAL WAY,WA 99003
PH:(Y57)9]9-7700
cVOZ
n
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h U
<0 Z H 9m u�
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mGULL
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a
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1.00" 58" w a¢N a
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all
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33651ST WAY 5
STEEL FEDERAL WAY,WA 96003
PH:(253)875-7300
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ITEM# DESCRIPTION MATERIAL D TRINITY
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C 1/4"MAX.SHIM SPACE TRMT90U55TNTEkWTTONAL
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D 1/4"X2-314"PFH ELCO OR ITW CONCRETE SCREW STEEL MERAL WAY.WA 98003
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9 SILLKEY PC/ASA
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11 DOOR PANEL-SEE DOOR PANEL CONSTRUCTION DETAILS SHEET
12A SIDELITE PANEL-SEE SIDELITE PANEL CONSTRUCTION DETAILS SHEET O
12B SIDELITE PANEL-SEE SIDELITE PANEL CONSTRUCTION DETAILS SHEET
12C SIDELITE PANEL-SEE SIDELITE PANEL CONSTRUCTION DETAILS SHEET
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16 AND LION PVC
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18 TWO "FAT"MULLION PVC
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21 PVC ASTRAGAL BY TRINITY PVCZ J Y z
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23 ASTRAGAL STRIKE @ SILL STEEL o o v
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-- - - ----25_ DOOR.SWEEP- --- — — — _--_ PVC ___ -_ _ FL-2086/ .3
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- SHEEr:3 2 of 3 2
398 E Dania Beach Blvd.
BUILDING DROPS Suite 338
{ Dania Beach, FL 33004
A Perfect Solution in Every Drop 954.399.8478 PH
Certificate of Authorization:29578 954.744.4738 FX
contact@ buildingdrops.com
Product EvaWation Report
Of
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Trinity Glass International
"618" Glazed i ei-glass . ooir h swing/Outswing"
(Non-Impact)
for
Florida Product Approval
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FL#' F 20861
Report rt a 4420
!
Current Florida Building Code
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Method: 1 —D (.Engineering Evaluation)
Category: Exterior Door
Sub —Category: Swinging Exterior Door Assemblies
Product: Glazed Fiberglass Door Inswing/Dutswing
Material: Fiberglass
Product Dimensions: See Installation Instructions, FL-20867.3
Prepared For:
Trixifty Cess hitemational
33625 1" Wav S
Fede►•al Wqv,, WA 98 803
�s F. O
Prepared by: ��. �� •
Florida Professional Engineer#73778 ;• Jig
7
Date: 07/25/2016
� •_ TT � _
Contents: �O • (p pP,•'•<v�
Evaluation Report Pages I —4 ••• •••
J*
Digitally signed by Hermes F.Norero,P.E. 'i ,ft�NA -,
Reason:I am approving this document Her mes�l1!Mlrtto, P.E.
Date:2016.08.26 14:46:27-04'00' Florida No.73778
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BUILDING DROPS I,
A Perfect Solution in Every Drop Date: 07/25/2016
"} Certificate of Authorization:29578 Report No: 4420
Manufacturer: Trinity Glass International
Product Category: Exterior Door
Product Sub-Category: Swinging Exterior Door Assemblies
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Compliance Method: State Product Approval Method (1)(d)
Product Name: Glazed Fiberglass Door Inswing/Outswing
(Non-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.
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See Installation Instructions FL-20867.3, signed and sealed by Hermes F. Norero, P.E. (FL#73778)for
specific use parameters.
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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 require an impact resistant
covering.
4. Site conditions that deviate from the details of drawing FL-20867.3 require further
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engineering analysis by a licensed engineer or registered architect.
5. See Installation Instructions FL-20867.3 for size and design pressure limitations.
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Hermes F. Norero, P.E.
Florida No. 73778
Page 2 of 4
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BUILDING DROPS
Date:(/ 07/25/2016
A Perfect Solution iEry Drop Report No: 4420p
`- P
Certificate of Authorization:29578erectoutonnve
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)1
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Performance Standards: The product described herein has been tested per:
• TAS 202-94
• 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 08-1370020, Report Date:07/10/2008
Report#:TEL 04251172, Report Date: 12/15/2014
Report#:TEL 04251335, Report Date:05/05/2015
Report#:TEL 01470437, Report Date: 11/30/2011
Report#:TEL 06-0918-2, Report Date: 10/10/2006 j
Report#:TEL 01370210, Report Date: 12/21/2009
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3. Product Testing performed by ETC Laboratories
(FBC Organization#TST2411)
Report#: ETC-05-781-16179.0, Report Date: 12/21/2005
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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
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r/�ABUILDING DROPS
Date: 07/25/2016
A Perfect Solution in Every Drop Report No: 4420
Certificate of Authorization:29578 i
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Installation:
Refer to Installation Instructions (FL-20867.3)for anchor spacing and more details of the installation
requirements.
Design Pressure:
Refer to Installation Instructions(FL-20867.3)for design pressures based on size, configuration,iand
glass types.
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Hermes F. Norero, P.E.
Florida No.73778
Page 4 of 4
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