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uqt % FL# FL15125-R1
Application Type Revision
Code Version 2014
Application Status Approved
Comments
Archived
Product Manufacturer ETO Doors
Address/Phone/Email 1340 East Sixth Street
Los Angeles, CA 90021
(213) 622-2003
fbc@buildingdrops.com
Authorized Signature Tal Hassid
fbc@buildingdrops.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 is Florida Registered Architect or a Licensed
Florida Professional Engineer
- Evaluation Report- Hardcopy Received
Florida Engineer or Architect Name who developed Hermes F. Norero, P.E.
the Evaluation Report
Florida License PE-73778
Quality Assurance Entity National Accreditation&Management In.titute
Quality Assurance Contract Expiration Date 12/31/2016
Validated By Locke Bowden
Validation Checklist-Hardcopy Received
Certificate of Independence FL15125 RI COI COI ETO Doors SS 2015-06-07.pdf
Referenced Standard and Year(of Standard) Standard Year
TAS 201 1994
TAS 202 1994
TAS 203 1994
Equivalence of Product Standards
Certified By
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Sections from the Code
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https:/Moridabuilcing.org/pr/pr app b.aspx?param=wGEVXQwtDgsldcHd6ieP801jbhQ4caBQt3ZprO6PxvV 1PbQSykUw%I%3d 1/3
5/19/2d17 Florida Building Code Online
i
Product Approval Method Method 1 Option D
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Date Submitted 06/08/2015
Date Validated 06/17/2015
Date Pending FBC Approval 06/28/2015
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Date Approved 08/19/2015
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Summary of Products
I �
FL# Model,Number or Name Description I
15125.1 Wood Impact Rated Glazed Outswing Doors it
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL15125 R1 III ET0002 SS 2015-06-06.odf
Approved for use outside HVHZ:Yes Verified By:(Hermes F. Nord1ro, P.E. Florida P.E. 73778
Impact Resistant:Yes Created by Independent Third Party: Yes
Design Pressure: +70/-70 Evaluation Reports
Other: MAX. FRAME: 98.50"X 97.25" MAX. PANEL: 49"X FL15125 R1 SAE PER3657 SS 2015-06-06.odf
95.50" RATED FOR WATER INFILTRATION REQUIREMENTS AT Created by Independent ThiM Party: Yes
THE DESIGN PRESSURE NOTED, SEE DRAWING ET0002 FOR
FURTHER DETAILS &LIMITS OF USE
15125.2 Wood Impact Rated Opaque Outswing Doors I
I
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL15125 R1,II ET0003 SS 2015-06-06.odf
Approved for use outside HVHZ:Yes Verified By:(Hermes F. Norero, P.E. Florida P.E. 73778
Impact Resistant:Yes Created by Independent Third Party: Yes
Design Pressure: +60/-60 Evaluation Reports
Other. MAX. FRAME: 98.50"X 97.25" MAX. PANEL: 49" X FL15125 R1!AE PER3658 SS 2015-06-06.odf
95.50" RATED FOR WATER INFILTRATION REQUIREMENTS AT Created by Independent Third Party: Yes
THE DESIGN PRESSURE NOTED, SEE DRAWING ET0003 FOR
FURTHER DETAILS &LIMITS OF USE
15125.3 Wood Impact Rated Glazed Inswing Doors it
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL15125 R1 I.II ET0004 SS 2015-06-06.Ddf
Approved for use outside HVHZ:Yes Verified By:(Hermes F. Norero, P.E. Florida P.E. 73778
Impact Resistant:Yes Created by Independent Third Party: Yes
Design Pressure: +70/-70 Evaluation Reports 1I
= Other: MAX. FRAME: 98.50"X 97.25" MAX. PANEL: 49" X FL15125 R1IAE PER3661 SS 2015-06-06.0
94.50" NOT RATED FOR WATER INFILTRATION REQUIREMENTS Created by Independent Third Party: Yes
AT THE DESIGN PRESSURE NOTED ON ET0004, SINGLE DOOR
UNIT DESIGN PRESSURE: +70/-70 PSF, DOUBLE DOOR UNIT
DESIGN PRESSURE: +60/-60 PSF, SEE DRAWING ET0004 FOR
FURTHER DETAILS&LIMITS OF USE
15125.4 Wood Impact Rated Opaque Inswing Doors 1
Limits of Use Installation Instructions it
Approved for use in HVHZ:Yes FL15125 R1 II ET0005 SS 2015-06-06.odf
Approved for use outside HVHZ:Yes Verified By:(Hermes F. Norero, P.E. Florida P.E. 73778
Impact Resistant:Yes Created by Independent Thiiid Party: Yes
Design Pressure: +70/-70 Evaluation Reports
Other: MAX. FRAME: 98.50"X 97.25" MAX. PANEL: 49"X FL15125 R1I AE PER3662 SS 2015-06-06.Ddf
94.50" NOT RATED FOR WATER INFILTRATION REQUIREMENTS Created by independent Third Party: Yes
AT THE DESIGN PRESSURE NOTED,SEE DRAWING ET0005
FOR FURTHER DETAILS&LIMITS OF USE
15125.5 Wood Non-Impact Rated Glazed Outswing Doors `
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL15125 RI I II ET0006 SS 2015-06-06.Ddf
Approved for use outside HVHZ:Yes Verified By:IHermes F. Norero, P.E. Florida P.E. 73778
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: +70/-70 Evaluation Reports 1I
Other: MAX. FRAME: 98.50"X 97.25" MAX. PANEL: 49" X FL15125 R1I AE PER3663 SS 2015-06-06.pdf
95.50" RATED FOR WATER INFILTRATION REQUIREMENTS AT Created by Independent Third Party: Yes
THE DESIGN PRESSURE NOTED, SEE DRAWING ET0006 FOR
FURTHER DETAILS&LIMITS OF USE
15125.6 Wood Non-Impact Rated Glazed Inswing Doors
Limits of Use Installation Instructions 1I
Approved for use in HVHZ:Yes FL15125 R11 II ET0007 SS 2015-06-06.Ddf
Approved for use outside HVHZ:Yes Verified By:IHermes F. Norero, P.E. Florida P.E. 73778
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: +70/-70 Evaluation Reports
https://fioridebuilding.org/pr/pr_app b.aspx?param=wGEVXQwtDgsidcHd6leP801jbhQ4caBQt3Zpr06PxvV9flPbQSykUw%3d%3d 213
5/19/2d17 Florida Building Code Online
Other:98.50"X 97.25" MAX. PANEL: 49"X 94.50" NOT FL15125 91 AE PER3664 SS 2015-06-06.Ddf
RATED FOR WATER INFILTRATION REQUIREMENTS AT THE Created by Independent Third Party: Yes
DESIGN PRESSURE NOTED ON ET0007, SINGLE DOOR UNIT I
DESIGN PRESSURE: +70/-70 PSF, DOUBLE DOOR UNIT
DESIGN PRESSURE: +60/-60 PSF, SEE DRAWING ET0007 FOR
FOR FURTHER DETAILS &LIMITS OF USE I
15125.7 Wood Non-Impact Rated Opaque Outswing Doors it
Limits of Use Installation Instructions it
Approved for use in HVHZ:Yes FL15125 R1 III ET0008 SS 2015-06-06,Ddf
Approved for use outside HVHZ:Yes Verified By: (Hermes F. Nore'r P.E. Florida P.E. 73778
Impact Resistant: No Created by Independent Thirid Party: Yes
Design Pressure: +60/-60 Evaluation Reports
= Other: MAX. FRAME: 98.50"X 97.25" MAX. PANEL: 49" X FL15125 R1 AE PER3665 S9 2015-06-1f
95,50" RATED FOR WATER INFILTRATION REQUIREMENTS AT Created by Independent Third Party: Yes
THE DESIGN PRESSURE NOTED, SEE DRAWING ET0008 FOR I)
FURTHER DETAILS&LIMITS OF USE
15125.8 Wood Non-Impact Rated Opaque Inswiing Doors
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL15125 R1 III ET0009 SS 2015-06-06.odf
Approved for use outside HVHZ:Yes Verified By: Hermes F. Norero, P.E. Florida P.E. 73778
Impact Resistant: No Created by Independent Thi lid Party: Yes
Design Pressure: +70/-70 Evaluation Reports
Other: MAX. FRAME: 98.50"X 97.25" MAX. PANEL: 49" X FL15125 Rl SAE PER3666 SS'2015-06-06.0f
94.50" NOT RATED FOR WATER INFILTRATION REQUIREMENTS Created by Independent Third Party: Yes
AT THE DESIGN PRESSURE NOTED,SEE DRAWING ET0009 i
FOR FURTHER DETAILS&LIMITS OF USE
pack Naxt I.
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4
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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 p flblic-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
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.,please click here.
Product Approval Accepts:
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. 1 • 11
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INSTALLATION NOTES: Box
1. ONE INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHORETO DOORSLOCATITI ON SHOWN.
2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE ETo DOops
E.6TH STREET
MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT WOOD OPAQUE OUTSWING 1340 M3)622-2003
LOS AWELES,CA 90021
INSTALLATION. PHA(ETO OORS.03
WWW.ETODOOp9.COM
3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A I iI SPA C T RATED DOORS
TOLERANCE OF tl/41NCH OF THE DEPICTED LOCATION IN THE m
ANCHOR LAYOUT DETAIL(I.E.,WITHOUT CONSIDERATION OF v)a�
TOLERANCES).TOLERANCES ARE NOTCUMULATIVE FROM ONE -0 j $�vt
INSTALLATION ANCHOR TO THE NEXT. w o O p a mJ m n
mF
4.SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD .'r F
? Q m'"
BEARINGSHIM(S).MAXIMUM ALLOWABLE SHIM STACK TO BE I/4 GENERAL NOTES:
INCH.SHIM WHERE SPACE OF 1/161NCH OR GREATER OCCURS. O tt kb
w 2
�Z z
SHIM(S)SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND O¢4 tl m L N m n
BETTER. MANUFACTUREDTO COMPLYWITHTHE 5TH EDITION 3° Q Na
FLORIDA BUILDING CODE(FBC),INCLUDING HVHZAND HAS N W w
5.FOR INSTALLATION INTO WOOD FRAMING USE#10 WOOD BEEN EVALUATED ACCORDING TO THE FOLLOWING:
SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 11/4 INCH .TAS 201-94 y m a
MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. •TAS 202-94 TABLE OF CONTENTS HH
•TAS 203-94 1-
6.FOR INSTALLATION THROUGH 1X BUCK TO CONCRETE/MASONRY, SHEET REVISION SHEET DESCRIPTION In
OR DIRECTLY INTO CONCRETE/MASONRY,USE)3/161NCH 2. ADEQUACY OFTHE EXISTING STRUCTURAL
DIAMETER ITW TAPCONS OF SUFFICIENT LENGTH TO ACHIEVE 1 CONCRETE/MASONRY AND 2X FRAMING AS A MAIN WIND 1 q INSTALLATION d GENERAL NOTES C N
1/4INCH MINIMUM EMBEDMENT WITH 2 1/2"MIN.EDGE FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND
DISTANCE. TRANSFERRING APPLIED PRODUCT LOADS TO THE 2 A ELEVATIONS&ANCHOR LAYOUTS 0
FOUNDATION ISTHE RESPONSIBILITY OF THE ENGINEER OR T m
7.FOR INSTALLATION INTO STEEL STUD FRAME USE#10-16 TEK ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 3 A ELEVATION,ANCHOR LAYOUT,&PANEL DETAIL m 00
SCREWS OF SUFFICIENT LENGTH TO ACHIEVE A MINIMUM 3 4 A VERTICAL&HORIZONTAL SECTIONS v
THREADS PENETRATION BEYOND STEEL STRUCTURE. 3, 1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND 1n
ULJ
ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE 5 A HORIZONTAL SECTIONS Z
S. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE
6 A COMPONENTS&BILL OF MATERIALS
FINISHES,INCLUDING BUT NOT LIMITED TO STUCCO,FOAM,BRICK RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD Z Cl
VENEER,AND SIDING. FOR THE PROJECT OF INSTALLATION. 7 A QUALIFIED CONFIGURATIONS O
H
v' L..1 W
9. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE 4.THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC H d O
MADE OF CORROSION RESISTANT MATERIAL OR HAVE A AND MAY NOT REFLECTACTUAL CONDITIONS FOR A SPECIFIC > U
CORROSION RESISTANT COATING. SITE,IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE
FROM THE REQUIREMENTS DETAILED HEREIN,A LICENSED W W GO
10.FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT INSTALL ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC :
INSTALLATION ANCHORS INTO MORTAR JOINTS.EDGE DISTANCE DOCUMENTS FOR USE WITH THIS DOCUMENT IN NON-HVHZ W
IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR AND TO BE REVIEWED BY BUILDING OFFICIAL FOR HVHZ. DESIGN PRE55URE RATING S
JOINT INTO FACE SHELL OF BLOCK, DEVIATION FROM NOA REQUIRES ONE TIME APPROVAL BY
11.INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE MIAMI-DADE COUNTY RER. DESIGN PRESSURE-ALL SIZES ISSILE IMPACT RATING
_WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,.___S._APPROVED_IMPACLPROTECTIVE SYSTEM IS NOT REQUIRED _ __ _ __ __ _ __ ____ g
INFILTRATION tl
AN
AND CHORS SHALL NOT BE USED IN SUBSTRATES WITH ON THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. Z
STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY +60/- 60 P5F RATED FOR WATER LARGE AND SMALL `S
_
MISSILE O 1
THE ANCHOR MANUFACTURER. 6. DOOR FRAME MATERIAL:SOLID MAHOGANY �� (`Q`,..•,•••••.,••�i/j�i�
14ANSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE 7. DOOR FRAME MATERIAL:MAHOGANY(MIN.S.G.=0.44).ALL 0...
BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING WOOD COMPONENTS TO BE EQUAL OR STRONGER.
PROPERTIES: - LL
A. WOOD-MINIMUM SPECIFIC GRAVITY OFO.55. S. IN ACCORDANCE WITH THE FBC,WOOD COMPONENTS SHALL
B. CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. HAVE BEEN PRESERVATIVE TREATED OR SHALL BE OF A
F J
_. __.__. -- __ ii�• _-_
C-GROUT=FILLED-CMU=UNITSiRENGTH'CONFORMS-TO`ASTM DURABLE. -�-'•
C-90 WITH MINIMUM COMPRESSIVE STRENGTH OF 1924 PSIAND GROUT CONFORMS TO ASTM C �A
COMPRESSIVE STRENGTH OF2000 PSI. INCLUDING
MINIMUM GROUT 9. INCLUDING FASTENERS THAT MAY COIN ACCORDANCE WITH THE FBC, ME INTO CILAR TONTACT ALS �� �,��`I PR�����
D. HOLLOW BLOCK CMU-UNIT STRENGTH CONFORMS TO ASTM WITH ALUMINUM UNIT FRAMING SHALL BE PROTECTED.
C-90 WITH MINIMUM COMPRESSIVE STRENGTH OF 1924 PSI. •-' >'
E. STEEL-MINIMUM YIELD STRENGTH OF 36 KSI.MINIMUM
WALL THICKNESS OF 48 MIL(0.048"or 18 GAUGE).MIN.1/2"
EDGE DISTANCE. p V
Digitally signed by Hermes F.Norero,P.E. DWG#:
Reason:I am approving this document ET0003
Date:2015.06.06 22:16:09-04'00' SHEET: q OF 7
OVERALL UNIT MAX. OVERALL UNIT MAX.
WIDTH 98.50" WIDTH 98.50" B PANEL MAX. D.L.O.MAX. PANEL MAX. D.L.O.MAX.
WIDTH 49.00"~I WIDTH 37.16" WIDTH 49.00" I�WIDTH 37.16" EE. DOORS
-II} B L B C 3340 E.6TN STREET
SEEDETAILA q q SEEDETAILA 4 q IOS AN6ELES,CA 90021
VH:(213)622-2003
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UNIT / UNIT / I 0,0
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MAX. / \ w 7 0 6L m
MAX. / 14 13 \ o z a p= ^
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97.25" / 14 I I 13 \ 97.25" F / H \ G O�>o 0 m" z�
/ \ PANEL 5 5 5 pFwu ZPANE <�¢
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95.50" 5 I 5 5 95.50"
D.L.O. D.L.O. 17 4 ul ¢ M o
MAX. \ ® 17 / MAX. \\ O SPRINGLINE
HEIGHT \\ I // HEIGHT I I
80.53" \ / 80.53" \ MAX. a
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ELEVATION ELEVATION H o
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18"MAX. 12 ENGAGEMENT H C O 6 6 O.C.(TYP.) 6„ 6, w tz
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WOOD CAPINACTIVE i ACTIVE i i ACTIVE
21.00"MAX. 21.00"MAX.C.-(TYP,) o.c.(TYP —
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W/NUT THROUGH
STILES$TOP/ \
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SHEET: 2 OF 7
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_OVERALL UNIT MAX._
WIDTH 49.25"
PANEL MAX.
WIDTH 48-00"
D.L.O.MAX. Box
WIDTH 37.00" ETC DOORS
B C 1340 E.6TH STREET
4 4 LOS ANGELES.CA 90021
PH:(213)6222003
WWW.ETOD00RS.com
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UNIT o050 N> $
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ELEVATION —5EE DETAIL 8 PANEL DEPTH Z a
0.50"PLYWOOD F"'( O
PANEL CORE 9 H r O
` WOOD CAP 0.48"PANEL // INTERIOR v
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W/NUT THROUGH TREMCO TREMSILL #8 X 1"WOOD
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SHEET: 3 OF 7
CONCRETE/MASONRY 3/4"MIN.
BY OTHERS EDGE DISTANCE #10 WOOD SCREW 3/4"
CAULK BETWEEN INSTALLATION ANCHOR EDGE
MIN. •
CONCRETE/MASONRY h 2X #10-16 ITW TEK EDGE DISTANCE
WOOD BUCK BY OTHERS ' 1 1/2"MIN. INSTALLATION ANCHOR
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2X WOOD BUCK--_ a'!• .•'. EMBEDMENT MIN.18 GA.STEEL BEYOND METAL STRUCTURMIN.3 THREADS E ETO DOORS
ON
BY OTHERS STUD BY OTHERS 1340 E.6TH STREET
1/4"MAX. 1/4"MAX. LOS
ANSELES,CA90021
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HEIGHT HEIGHT 8 11 ¢ m
EXTERIOR INTERIOR EXTERIOR INTERIOR w
(2)#8 FHS& (2)#8 FHS 8 •'
(2)#10 FHS PER (2)#10 FH5 PER ¢
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EDGE DISTANCE 4 MIDRAIL-OPAQUE 4 MIDSTILE-OPAQUE
VERTICAL SECTION ET0003
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1 1/2"MIN. 11/4"MIN.
EMBEDMENT 1/4"MAX. EMBEDMENT
1/4"MAX. SHIM SPACE gas
SHIM SPACE ETO DOORS
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3/4"MIN.: 2 1/2"MIN. LOS ANGELES,CA 90021
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SEE PANEL SEE PANEL
#10 WOOD SCREW DETAIL 1 DETAIL 1N °� Z
INSTALLATION ANCHOR TAPCON O 00 C
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SHEET: 5 OF 7
BILL OF MATERIAL5
ITEM N0. DESCRIPTION MATERIAL MANUFACTURER/NOTES
1 DOOR FRAME MAHOGANY ETO DOORS NOTES:
2 OUTSWING THRESHOLD ALUMINUM ENDURA 1. MAHOGANY MIN.S.G.H TH gas
2. IN ACCORDANCE WITH THE FBC,ALL WOOD COMPONENTS SHALL
3 TOP RAIL MAHOGANY ETO DOORS HAVE BEEN PRESERVATIVE TREATED OR SHALL BE OF A DURABLE ETO DOORS
4 BOTTOM RAIL MAHOGANY ETO DOORS SPECIES. 1340 E.6TH STREET
LOS ANGELES.CA 90021
5 DRAIL MAHOGANY ETO DOORS M(213)622-2003
6 STILE MAHOGANY ETO DOORS www.EroWoas.AM
7 ASTRAGAL MAHOGANY ETC)DOORS In
8 GLASS STOP MAHOGANY ETO DOORS
9 RAISED PANEL MAHOGANY W/PLYWOOD CORE ETO DOORS O DOOR FRAME O OUTSWING THRESHOLD w o F Ln o
MAHOGANY ALUMINUM 6063-T5 W/OAK FILLER a p= m
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15 HINGE STEEL HAGAR —� _ u' d 0 m �
16 DOOR SWEEP VINYL I 4.56" I I 5.81" I d
17 DEADBOLT LOCK STEEL HUTTIG/C&C
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398 E Dania Beach Blvd.
BUILDING DROPS Suite338
Dania Beach, FL 33004
A Perfect Solution in Every Drop 954.399.8478 PH
Certificate of Authorization:29578 954.744.4738 FX
j contact@buildingdrops.com
Product Evaluation Report
i
/2/A\\
Of
ETO Doors I' i
,
Wood Opaque Outswing
(Impact)
for i
Florida Product Approval
FL# FL15125
Report No. 3658 j
5"Edition Florida Building Code
Per Rule 61G20-3
Method: 1 —D (Engineering Evaluation)
Category: Exterior Doors �I
Sub — Category: Swinging Exterior Door Assemblies
i
i
Product: Wood Opaque Outswing Impact Rated Doors
Material: Mahogany(Min. S.G.0.44)
Product Dimensions: 98.50"x 97.25"
Prepared For:
ETO Doors
1340 E. 6th Street I "%�```�����rrrrrr���
i
Los Angeles, CA 90021 . S F.
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7
Prepared by: '�
_
Hermes F. Norero, P.E.
Florida Professional Engineer#73778 4ij
Date: 05/20/2015 �0,� .,. �p...pP,�\��v`��
Contents: I ��i� S's... . �G
Evaluation Report Pages 1—4 �/��r��N,-'-' �**
Digitally signed by Hermes F.Norero,P.E. i
Hermes F. Norero, P.E.
Reason:I am approving this document Florida No.73778
Date:2015.06.06 20:02:18-04'00'
I i --
I�
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I
BUILDING DROPS FL#: FL15125
A Perfect Solution in Every Drop Date: 05/20/2015Report No: 3658
Certificate of Authorization:29578
Manufacturer: ETO Doors
Product Category: Exterior Doors
Q/A\\
Product Sub-Category: Swinging Exterior Door Assemblies
Compliance Method: State Product Approval Method (1)(d)
Product Name: Wood Opaque Outswing Impact Rated Doors
98.50 x 97.25"
(Impact)
Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL#731778)for ETO Doors
based on Method 1d of the State of Florida Product Approval,IFlorida Department of Business and
Professional Regulation-Florida Building Commission.
Hermes F. Norero, P.E. does not have nor will acquire financial)interest in t e company
manufacturing or distributing the product or in any other entity involved in1llthe approval process of
the product named herein. it
i
r This product has been evaluated for use in locations adhering to the Florida)Building Code.
I
See Installation Instructions ET0003,signed and sealed by He Imes F. Norero , P.E. (FL#73778)for
specific use parameters.
I I
Limits of Use:
1. This product has been evaluated and is in compliance with the Florida Building Code,
including the"High Velocity Hurricane Zone" (HVHZ).
2. Product anchors shall be as listed and spaced as sQlh on details. Lrichor 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 Florida Building Code and does not require an impact resistant covering.
4. Site conditions that deviate from the details of drawing ET0003 require further engineering
analysis by a licensed engineer or registered architect.
5. See Installation Instructions ET0003 for size and design pressure liil itations.
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II
Hermes F. Norero, P.E.
Florida No.73778
Page 2 of 4
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BUILDING DROPS
I
I FL#: FL15125
A Perfect Solution in Every Drop Date: 05/20/2015
Certificate of Authorization:29578 I Report No: 3658
I I�
Quality Assurance: The manufacturer has demonstrated compliance of door products in Accordance
with the Florida Building Code for manufacturing under a quality assurance program
audited by an approved quality assurance entity through National Accreditation&
Management Institute,Inc. (FBC Organization#QUA1789)1
I
Performance Standards: The product described herein has been tested per:
• TAS 201-94 it
• TAS 202-94
• TAS 203-94
Referenced Data: j
1. Product Testing performed by Certified Testing Laboratories
(FBC Organization#TST1577}
Report#: CTLA 2022W, Report Date: 12/15/2011 +
2. Quality Assurance
National Accreditation and Management Institute)
(FBC Organization#:QUA 1789)
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j Hermes F. Norero, P.E.
j Florida No.73778
` Page 3 of 4
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BUILDING DROPS FL#: FL15125'
A Perfect Solution in Every Drop i Date: 05/20/2015
Certificate of Authorization:29578 Report No: 3658
installation: 1. Approved anchor types and substrates areas follows:
Through Frame Installation:
A. For two by(2X)wood buck substrate, use 410 Wood Screw type installation anchors of
sufficient length to achieve a minimum embedment of 1.50" into the wood substrate.
I
B. For concrete or masonry substrate where one by(�X),non-structural,wood bucking is
employed, use 3/16"diameter ITW Tapcon type concrete screw anchors of sufficient
length to achieve minimum embedment of 1.25" into to concrete� r masonry.
C. For concrete or masonry substrate where wood btl cking is NOTiemployed, use 3/16"
diameter ITW Tapcon type concrete screw anchors of sufficient I length to achieve
minimum embedment of 1.25" into concrete or masonry. 'I
i
D. For steel stud substrate, use#10-16 ITW Tek Screw type installation anchors of sufficient
length to achieve a minimum three threads penetration beyond steel structure.
I
Refer to Installation Instructions(ET0003)for anchor spacing and more details of the installation
requirements.
Design Pressure:
Design Pressure f
Positive 60 PSF
Negative 60 PSF
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Hermes F. Norero, P.E.
Florida No.73778
Page 4 of 4
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