HomeMy WebLinkAboutProduct Approval Florida Building Code Online
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BCIS Home Log In ; User Registration Hot Topics Submit Surcharge tats&Facts Publications i FBC Staff BCIS Site Map Links Search
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Product Approval
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USER:Public User
product Approval Menn>PrpducY or Application Search>Application List>Applica ion Detail
r tr FL# FL14569- 9
Application Type Revision
Code Version 2017
a Application Status Approved
I
*Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by
the POCand/or the Commission if necessary.
i
Comments
Archived
Product Manufacturer JELD-WE
Address/Phone/Email 3737 Lakport Blvd
Klamath ails,OR 97601
(800) 53 -3936
fbcl@jeld-wen.com
jAuthorized Signature Jason Ka tola
S
fbcl@jeld-wen.com
1 Technical Representative
JELD-WEN Corporate Customer Service
Address/Phone/Email 3737 Lakeport Blvd. <
Klamath alts,OR 97601
i (800) 53 -3936
customer erviceagents@jeld-wen.com
Quality Assurance Representative
Address/Phone/Email
.h Category Exterior E oors
Subcategory Swinging Exterior Door Assemblies
q% Compliance Method Certificati n Mark or Listing
Certification Agency National i ccreditation&Management Institute
;^ Validated By National i ccreditation&Management Institute
r ,,,.a
Referenced Standard and Standar Y
d YfStddYear
i
TAS 201 1994
�, TAS 202 1994
TAS 203 1994
r
. Equivalence of Product Standards
Certified By Florida Li ensed Professional Engineer or Architect
FL145 9 P9 EouivE84 Eguivalency Letter SS 2017-08-31,pdf
littp://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=%vGEVXQwtDgttxTVBjriRcYg%2fDEHWIXNZWydbcl7CZp vREMOUwxlktQ0/o3d%3d[12/21/20174:04:51 PM]
Florida Building Code Online
i
Product Approval Method Method 1 Option A
Date Submitted 10/02/2017
Date Validated 10/03/2017
Date Pending FBC Approval
F � Date Approved 10/11/20 7
Summary of Products.
r FL# i Model,Number or Name Description
14569.1 Contours Steel, Wood Edge Full Lite Door, Outswing, 6-0"x 6-8"
Limits of Use Certification Agency Certificate i
Approved for use in HVHZ:Yes FL14569 R9 C CAC NI006255-R7 CertificatQp
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 09/30/2019
Design Pressure: +60/-60 Installation Instructions
Other: Product must be installed per manufacturer
FL14569 R9 II 3W0509-03 Installation.odf
instructions as stated on drawing 3WO509-03 Verified By: Hermes Norero 73778
Created by Independent Third Party: Yes
Evaluation Reports
;a
FL14569 R9 AE PER3392.odf j
Created by Independent Third Party: Yes I
14569.2 ;Contours Steel, Wood Edge Full Lite Door,Inswing, 6'-0"x 6-8"
.� Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL14569 R9 C CAC NIO06255.02-R3 Certaficate.12df
° Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
•, Impact Resistant:Yes 06/30/2019
Design Pressure: +60/-65 Installation Instructions
kJ{ Other: FL14569 R9 II 3WO509-04 Installation,pdf
( Verified By: Hermes Norero 73778 I
d- Created by Independent Third Party: Yes I
t
;n.m pax Evaluation Reports �
FL14569 R9 AE P R 393.E
Created by Independent Third Party: Yes
14569.3 1 Contours Steel, Wood Edge Full Lite Door, Outswing, 6-0"x 8'-0"
a Limits of Use' Certification Agency Certificate
Approved for use in HVHZ:Yes FL14569 R9 C CAG NI006254-R5 Certaficate.pdf
t Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 09/30/2019
Design Pressure: +50/-50 Installation Instructions
Other: FL14569 R9 II 3WO509-01 SS 2015-07-02 pdf I
Verified By: Hermes Norero 73778
Created by Independent Third Party: Yes
Evaluation Reports
' FL14569 R9 AE PER3 91,odf
Created by Independent Third Party: Yes
z 14569.4 ;Contours Steel, Wood Edge Opaque Door,Inswing/Outswing, w/or w/o Impact&Non-
r
Impact Rated Glazed Sidelites, 12'-0"x 6'-8"
" i
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL14569 R9 C CAC NIOII062 NI011062-01 Certificate.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date j
Impact Resistant:Yes 04/30/2020
Design Pressure: N/A Installation Instructions
Other: FL14569 R9 II 3W032012FL Installation.adf
Verified By: Hermes Norero 73778
m
I
Created by Independent Third Party: Yes
° Evaluation Reports �d
FL14569 R9 AE PER3321. f
Created by Independent Third Party: Yes
Contours Steel, VTooU=ge upaque Door, nswing u swing,w or w o mpacE 6L Mon-
7 Impact Rated Glazed Sidelites, 8'-4" x 8'-0"
(. Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL14569 R9 C CAC NIO11061-R1 Certificatg.pdf
littp://www.floridabtiilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquxTVBjriRcYg%2fDEHW1XNZWydhcl7CZ MvRfMOUwxlktQ%3d%3d[12/21/20174:04:51 PM]
Florida Building Code Online
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 04/30/2020
`. r Design Pressure: +45/-45 Installation Instructions i
1` Other: FL14569 R9 II JW072012FL Installation.jdf j
Verified BY Hermes Norero 73778
a
Created by Independent Third Party: Yes
Evaluation Reports
V FL14569 R9 AE PER3322.pddf
Created by Independent Third Party: Yes
14569.6 Contours Steel, Wood Edge Opaque Door,Outswing,w/or w/o Sidelite, 8'-11"x 6'-8"
1 rqH
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL14569 R9 C GAC NI011082-Ri Certificate.1df
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 08/31/2019
Design Pressure: N/A Installation Instructions
Other: FL14569 R9 II S-2104 Installation.pdf
Verified By: Hermes Norero 73778
Created by Independent Third Party: Yes j
I.. ' Evaluation Reports
:;- FL14569 R9 AE PER3398.pdf
Created by Independent Third Party,: Yes
....... -- - . ...... . .....-- ...... -
1,
' r 14569.7 Contours Steel, Wood Edge Opaque Door,Outswing,w/or w/out Sidelites, 8'-11"x 8'-0"
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL14569 R9 C CAC NIO11096-R1-NIO11096.01-
Approved for use outside HVHZ:Yes R1 Certificate.pdf
Impact Resistant:Yes Quality Assurance Contract Expiration Date
Design Pressure: N/A 08/31/2019
Other: Installation Instructions
FL14569 R9 II S-2108-01.pdf .
Verified By: Hermes Norero 73778
Created by Independent Third Party: Yes
Evaluation Reports
" FL14569 R9 AE PER3832.pdf
g Created by Independent Third Party: Yes
MM M
r -
k
Contact Us:;2601 BlairL 32399 Phone;850-487-1824
The State of Florida is an AA/EEO employer.Coovriaht 2007- Privacy Statement::Accessibility Statement::R f and Statement
Under Florida law,email addresses are public records.If you do not want your e-r iail address released in response to a public-records request,do not send electronic
mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850-.487.1395.*Pursuant to Section
455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Zhapter 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
S.x 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 c ick here_
r Product App oval Accepts:
�M eChed M,
Cre t Card
.. fe
http:/hvww.floridabuilding.org/pr/pr_app_dtl.aspa?parain=vGEVXQwtDgtixTVBjriRcYg%2fDEHWIXNZWydhcl7CZ MvRfMOUwxiktQ%3d%3d[l2/21/20174:04:51 PM]
BUILDING DROPS 398 E.Dania Beach. Blvd
Suite 338
K n_ A Perfect Solution in Every Drop! Dania Beach,FL 33004
Certificate of Authorization:29578 954.399.8478 PH
954.744.4738 FX
- contact@buildingdrops.com
August 24i 2017
TO: Whom It May Concern
FROM: Hermes F. Norero, P.E.
Registered Florida Professional Engineer 973778
MANUFACTURER: Jeld-Wen
3737 Lakeport Blvd.
Klamath Falls,OR 97601
This document shall serve to state that Jeld-Wen products tested in a cordance with ASTM E84-05 as per the 5th Edition
Florida Building Code shall be qualified for the requirements of the 6t Edition Florida Building Code.
The testing on the products complies with the requirements specified within the ASTM E84-13 standard, as required by
the 6th Edition Florida Building Code.This standard is listed under Cha ter 35 of the current Florida Building Code and
titled "Standard Test Method for Surface Burning Characteristics of Building Materials".
ASTM E84-13 has been reviewed and determined to be technically equivalent to ASTM E84-05.All test results meet or
exceed requirements of the 6th Edition Florida Building Code.
Respectfully submitted,
%
%'S' � S F d
+. 7QJ
•.'.�p'�•. .G�2�`.7
�i sSZI • f �� ���Digitally signed by Hermes F.Norero,P.E.
r�J�I �1►,1"o Reason:I am approving this document
Date:2017.08.3109:51:27-04'00'
Hermes Norero,P;E.
Florida Registered Professional Engineer#73778
Certification of independence:
Please note that I do not have nor will I acquire a financial interest in any company manufacture ig or distributing the product(s)for which this report is being
issued.Also,I do not have nor will I acquire a financial interest in any other entity involved in th approval process of the listed
products).
Page 1 of 1
NOTICE OF PRODUCT CERTIFICATION
-
fi �o Company: JELD-WEN Doors Certification No.: NI011062-R1
3737 Lakeport Drive Certification Date: 04/17/2012
ar � Klamath Falls, OR 97601 Expiration Date:. 04/30/2020
N Revision Date: 10/27/2014
Product: 24 Ga. Steel Wood Edge Impact Rated Opaque Doors w/& w/o Impact& Non-Impact
Rated Glazed Sidelites (w/wood frame unless specified)
,reg � I )
1: Specification: TAS 201-94/202-94/203-94
The"Notice of Product Certification" is only valid if the NAVA Certification Label has been applied to the product as described within this document. The certification
label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within
NAMI's Certified Product Listing at www.Namicertification.com. NAMI's Certification Program is accredited by The American National Standards Institute(ANSI).
Inswing Glazed Design Missile Test Report Number
Configuration or or Maximum Pressure Impact Drawing Number&
Outswing Opaque Size Pos/Neg Rated Comments
X I/S Opaque 3'2"x 6'10- +65/65 psf Yes NCTL:210-3801-20, 1802
Single Max Panel Size:3'0"x 6.8..
Installation Details: JW-32012FL
X O/S Opaque 3'2"x 6'9" +65/65 psf Yes NCTL-210-3801-2/FL 1802
Single Max Panel Size:3'0"x 6'8"
Installation Details: JW-32012FL.
Qualities Configurations:X
" ' " NCTL-210-3801-2/FL 1802
Max Panel Size: x ay ig t( penmg: x a _iSidelite Ne '
azmg: empere
Installation Details: JW-32012FL'
Qualifies Configurations:O/X/OX/XO/OXO
OXO O/S , Door-Opaque 9'5"x 6'9" +65/65 psf Door-Yes NCTL-210-3801-2/FL 1802
Max Panel Size:3'0"x 6'8"/Daylight Opening: 1'9"x 5'3"
Single w/Sidelites Sidelite-Glazed Sidelite-No
Glazing:IG- 1/8"Tempered
Installation Details: JW-32012FL
Qualifies Configurations:O/X/OX/XO/OXO
OXO I/S Door-Opaque 9'5"x 6'10" +65/65 psf Door-Yes NCTL-210-3801-2/FL 1802
Max Panel Size:3'0"x 6'8"/Daylight Opening: 1'9"x 5'3"
Single w/Sidelites Sidelite-Glazed Sidelite-Yes
Glazing:IG-Laminate-1/8"Annealed Glass/.090"Solutia L V13 Interlayer/1/8"
Annealed Glass/]/8"Tempered Glass
Installation Details: JW-32012FL
Qualifies Conligurations:O/X/OX/XO/OXO
OXO O/S Door-Opaque 9'5"x 6'9" +65/65 psf Door-Yes NCri,210-3801-2/171,1802
Max Panel size:3'0"x 6'8"/Daylight Opening: I'9"x 5'3"
Single w/Sidelites Sidelite-Glazed Sidelite-Yes
Glazing:IG-Laminate-1/8"Annealed Glass/.090"Solutia PVB Interlayer/I/8"
Annealed Glass/I/8""Tempered Glass
Installation Details: JW-32012FI,
Qualifies Configurations:O/X/OX/XO/OXO
National Accreditation & Management Institute,Inc./4794 George Washington Memorial Highwa /Hay. VA 23072
Tel: (804) 684-5124/Fax: (804) 684-5122
NAMI AUTHORIZED SIGNATURE:
NOTICE OF PRODUCT CERTIFICATION
G,RT7FjQ��
�� nccRBe oy Company: JELD-WEN Doors Certification No.: NI011062.01-121
3737 Lakeport Drive Certification Date: 04/17/2012
z� m�x Klamath Falls,OR 97601 Expiration nate: _ _. 04/30/2020
!V Revision Date: 10/27/2014
Product: 24 Ga. Steel Wood Edge Impact Rated Opaque Doors w/& w/o Impact & Non-Impact
c �� es��„r►�'s Rated Glazed Sidelites (w/wood frame unless specified)
F7�Q Pf
Specification: TAS 201-94/202-94/203-94
The"Notice of Product Certification"is only valid if the NAMI Certification Label has been applied to the product as described within this document. The certification
label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within
NAMI's Certified Product Listing at www.Namicertification.com. NAMI's Certification Program is accredited by The American National Standards Institute(ANSI).
Inswing Glazed Design Missile Test Report Number
Configuration or ot• Maximum Pressure Impact Drawing Number&
outswing Opaque Size Pos/Neg Rated Comments
XX I/S Opaque 6'2" x 6'l 0" +60/60 psf Yes NCTL-210-3801-2/FL 1802
Double Max Panel Size:3'0"x 6'8"
Installation Details: .TW-32012FL
Qualifies Configurations:XX
XX O/S Opaque 6'2"X 6'9" +60/60 psf Yes NCTI.-210-3801-2/1'L 1802
Double Max Panel Size:3'0"x 6'8"
Installation Details: JW-32012FL
Qualifies Configurations:XX
OXXO I/S Door-Opaque 12'5"x 6'10" +60/60 psf Door-Yes NCTL-110-11987-1/1-11802
Max Panel Size:3'0"x 6'8'7Daylight Opening: 1'9"x 5'3"
Double J�.I/Sjdel;t-o Side!— azutg: tempered
Installation Details: JW-32012FI,
Qualifies Configurations:XX/XXO/OXX/OXXO
OXXO O/S Door-Opaque 12'5"x 6'9" +60/60 psf Door-Yes 110-10-11987-1/FL 1802
Double w/Sidelites Sidelite-Glazed Max Panel Size:3'0"x 6'8"/Daylight Opening: 1'9"x 5'3"
Sidelite-No Glazing:IG-1/8"Tempered
Installation Details: JW-32012FL
Qualities Configurations:XX/XXO/OXX/OXXO
OXXO I/S Door-Opaque 12'5"x 6'10" +60/60 psf Door-Yes NCTL.110-11987-1/Fl,1802
Double w/Sidelites Sldellte-Glazed Max Panel Size:3'0"x 6'V/Daylight Opening: 1'9"x 5'3"
Sidelite-Yes Glazing:IG-Laminate-1/8"Annealed Glass/.090"Solutia PVB Interlayer/I/8"
Annealed Glass/I/8"Tempered Glass
Installation Details: JW-32012FL
Qualifies Configurations:XX/XXO/OXX/OXXO
OXXO O/S Door-Opaque 12'5"x 6'9" +60/60 psf Door-Yes NCTL,110-11987-]/FL 1802
Max Panel Size:3'0"x(i'8"/Daylight Opening: 1'9"x 5'3"
Double w/Sidelites Sidelite-Glazed Sidelite-Yes Glazing:IG-Laminate-1/8"Annealed Glass/.090".SOIUfia PVB Interlayer/l/8"
Annealed Glass/1/8"'Tempered Glass
Installation Details: JW-32012FL
Qualifies Configurations:XX/XXO/OXX/OXXO
National Accreditation& Management Institute,Inc./4794 George Washington Memorial Highway/Hayes A 23072
Tel: (804) 684-5124/Fax: (804)684-5122
NAMI AUTHORIZED SIGNATURE:
JELD-WEN DOOR TABLE 1
INSTALLATION DETAILS HVHZ APPROVED SYSTEMS:O.X.00,XO Or OX,OXO.000.OXX or XXO.OXXO.000 W/BOXED SIDELITES
CONTOURS STEEL DOOR,WOOD EDGE SIZE QUALIFIES:OPAQUE ACTIVE PANELS AND IMPACTMON-IMPACT GLASS SIDELITES 5
24 GA.OPAQUE DOOR&-GLAZED SIDELITES----- MAX.PANEL WIDTH=36' 6-6 TALL SYSTEMS:
UP TO 12'-0"X 6'-8" (XX)(XXO)(OXXO)-------- - (X)
OUTSWING/INSWING MNEGATIVE
OSITIVE +6D +65
GENERAL NOTES EGATNE -6 65
1.THIS PRODUCT IS DESIGNED TO COMPLY WITH CURRENT INTERNATIONAL BUILDING CODE(I.B.C.)&INTERNATIONAL RESIDENTIAL OSITIVE +60 +65
CODE(I.R.C.)AND THE CURRENT FLORIDA BUILDING CODES(FBC). PRODUCT HAS BEEN TESTED TO TAS 201-94,TAS 202-94 AND
TAS 203-94. PRODUCT ALSO MEETS"HIGH VELOCITY HURRICANE ZONE"(HVHZ)REQUIREMENTS.
2.1X AND 2X WOOD BUCKS BY OTHERS,MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. BUCK MATERIAL COMPONENT LIST
MUST HAVE A SPECIFIC GRAVITY OF 0.55 OR GREATER. ITEM DESCRIPTION - MATERIAL QTY.
3.PRODUCT ANCHOR TYPES AND SPACING ARE SHOWN ON SHEET 7. DIMENSIONS SHOWN FOR ANCHOR SPACING ARE ALWAYS 1 NON-COMPRESSION SHIM(0.25"MAX.THK.) WOOD AS REQ.
FROM EDGE OF UNIT FRAME.ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 2 2x WOOD SUB BUCK(S.G.MUST BE 0.55 OR GREATER) WOOD AS REQ.
4.THIS DOCUMENT SUPERCEDES OTHER ANCHOR INSTALLATION INSTRUCTIONS 3 1x WOOD SUB BUCK(S.G.MUST BE 0.55 OR GREATER) WOOD AS REQ.
FOR IMPACT RATED DOORS. FOR OTHER IMPORTANT INSTALLATION INSTRUCTIONS,REFER TO JELD-WEN 4 #10 WOOD INSTALLATION SCREW W/1 1/2"MIN.EMBEDMENT STEEL AS REQ.
DOCUMENT#J11106(PRE-HUNG EXTERIOR ENTRY DOORS)FOUND ON THE JELD-WEN WEBSITE: 5 3/16"ITW TAPCON ANCHOR W/1 1/4"MIN.EMBEDMENT STEEL AS REQ.
JELD-WEN.COM/PRODUCT-SUPPORT/DOCUMENTS/INSTALLATION-INSTRUCTIONS 6 #10 X 2'PHILLIPS FLATHEAD WOOD SCREW STEEL 3 OR 6
E>FLORIDA APPROVED IMPACT RESISTANCE SHUTTERS ARE REQUIRED ON NON-IMPACT 7 #8 X 2"PHILLIPS FLATHEAD WOOD SCREW STEEL AS REQ.
GLASS SIDELITES. B #9 X 1"PHILLIPS FLATHEAD WOOD SCREW STEEL 21 OR 28
6.FOR DESIGN PRESSURE RATINGS,SEE TABLE 1, 37 1/2"MAX. 149"MAX.FRAME 9 1"OVERALL ALUMINUM FRAME IMPACT GLAZING IG BY ODL ALUMINUM 1
SHEET 1. FRAME TYP. 74"MAX.FRAME 10 KWIKSET LOCK SERIES 400 STEEL 1
D.L.O. I-II} 11 KWIKSET DEADBOLT SERIES 780 STEEL 1
7.ALL FASTENERS IN WOOD SHALL SHT.#2 12 1"OVERALL PLASTIC FRAME NON-IMPACT GLAZING IG BY ODI. PVC 1
BE COUNTERSUNK 3/16"DEEP. ............__ ..:.:............_"............._......,...,__:...._......._......... _
"'-`- ""---""'L...................... 13 #8 X 1 112"PHILLIPS FLATHEAD WOOD SCREW STEEL AS REQ.
EXAMPLE: 3116"—� = C' ,; �\ I I....i 4 OVERHANG
I I LENGTH. r I 0
n= NOTE: PRODUCT HAS NOT BEEN RATED FOR v o
8.CORE DESIGN.,EXPA ED POLYSTYRENE WITH °J w 0 , f' i� WATER INFILTRATION. IF AUTHORITY HAVING co '� N
1.0 TO 1.25 LBS DENSITY,BY JELD-WEN INC. U' ¢ N i , i I 1f ' JURISDICTION REQUIRES THAT PRODUCT MEETS Q t'
z w JI THIS REQUIREMENT,PRODUCT SHALL BE USED � o. -
9.FACE SHEETS:24 GA(0.021"MIN)THICKNESS. Uf 3¢ _ WHEN INSTALLED AT LOCATION PROTECTED BY = Dr Y m d-
GALVANIZED STEEL WITH AVERAGE MINIMUM YIELD Z U) �" OVERHANG SUCH THAT OVERHANG(OH)RATIO= - o 0
STRENGTH FY(AVE)=40300 PSI. 0- N s Ij �`� j w OH LENGTH=OH HEIGHT IS?1.0 a M E c X
g - - OVERHANG =Z t w
FIXED ACTIVE' INACTIVE FIXED RATIO
w
SEE SHT.#2 SEE SHT.#2 12-U X - 0 0
DOUBLE DOOR WI FULL 3-0 SIDELITES(OXXO) 0 w w c9
37 112"MAX.O.A. � W Z Z
T I FRAME TYP'� I 75"MAX.FRAME— 1 1-75"MAX.FRAME—�{ I� 1121/2"MAX.FRAME-" �74"MAX.FRAME—�I I w O C,)) P
T I I I / 0 fA Z
O C] a
/ Z
0 O to
m w ,--11I.�P. ,� II 4 IT"I ' O a o
Z.� oil;}. I- Il;. < _ _...�e �I_ e' le W Om Wo
w �-- IO TYP _ 0
LU
rn W X w
ONS
6-0 X 6-8 ELEVATIONOf ¢N � Qz
ACTIVE ACTIVE ACTIVE j ACTIVE ` AGTNE -INACTIVE DOUBLE( ) 0 O 0 W W
E XX
FIXED FIXED ""' "-"' FI%ED """""'
FIXED z F- w
OPAQUE FULL LITE
ATION 6-0 X 6-8 ELEVATION 6-0 X 6-8 ELEVATION 9-0 X 6-8 ELEVATION `,`s� S F 7�� o O
SINGLE(X)&(0) DOUBLE(OX) DOUBLE(XO) TRIPLE(OXO) \\\�� ..•p.. O
`\\ • DATE:120/2012
L_ NONE
SCA E:
SHEET INDEX 7 G.LUBBECKE
SHEET# DESCRIPTION
I GENERAL NOTES,B.O.M.,ELEVATIONS&ANCHOR LOCATIONS6A �
2 OUTSWINGINSWINGBOX MULLINGDETAILS Digitally signed b Hermes F.Norero,P.E. O1KB''0 S.SAFFELL
3 OUTSWING VERTICAL AND HORIZONTAL SECTIONS IN WOOD g Y g Y ;
4 OUTSWING VERT.AND HORIZ.SECTIONS IN MASONRYCONCRETE Reason:l am approving this document 398 BE7� �\ 336 '�nc nn:
5 INSWING VERTICIL AND HORIZONTAL SECTIONS IN WOOD / "u:/�L.x� JW032012FL
6 INSWING VERT.AND HORIZ.SECTIONS IN MASONRY/CONCRETE Date:201 5.0 1.0J 15:24:33-05'00' • DAVM �+ElAat1,ki` 04
7 OUTSWING AND INSWING ANCHORING DETAILS FBPE CE I:TmF AUIFM NO.29578 S- 1 OF 7
APPLY DAP ALEX PLUS SILICONE
6-#8 X 2" EQUIV.BETWEEN
PFH SCREW AT
/OR
JAMBS BEFORE MULLING
EACH MULLION TYP.
20 114"MAX.D.L.O. 21''MAX.D.L.O.
13 I�
I
A2 I ��
62 B2 -
FIXED ACTIVE
O C2 C2
�jn X \\ O
Ci < J
M
\\ Q m P N
N
■ oK
O m
Y LL � rl
ODL IMPACT(ALLEN)FULL LITE ODL LIP-LITE NON-IMPACT c
3-0 X 6-8 SHOWN 3-0 X 6-8 SHOWN x E o
3 m4a `
ODL REDISEAL GLA#INT
IN]of 1/8"TEMPERED W w p
FOAM GASKET9 12 GLASS I_
U' _Z to
118"TEM ERED GLASS ERED W W❑?) z0
7 T 0U)z E
1'MAX1 3/4" 13/4" 1"MAX. w Z Z
� �J gy
0.509"AIR SPACE 3/4"AIRSPACE p (7
(2)1/8"ANNEALED 112"MIN.GLASS p 0'O z
i GLASSL REDISEAL 1 3/8" BITE w O ao
AM GASKET - � p
ACER
W
a
0.090 Pve DETAIL B2 DETAIL C2 d 4 0
INTERLAYER 7 <N c�
BY SOLUTIA ODL IMPACT GLAZING DETAIL ODL NON-IMPACT GLAZING DETAIL p � � Z
MAX.D.L.O:20 1/2"X 62 112" MAX.D.L.O:2 "X 63" ?z
BOX SIDELITE MULL A2 I ��` ���, o 0
MAX.4 UNITS 1 ��`
es F' O *,ice E
��. ....,.N
EXAMPLE:OXXO,OXO,OX ��ti.: F" 1 DATE:1/20/2012
71•,.0 :NONE
rk * mmP:G.LUBBECKE
DETAIL A2 %�6F E�Ejj�� �K�:S.SAFFELL
(12)FASTENER LOCATIONS AT r 7 C M%MGI:o:
398 15p BE#Cid `#338
DOUBLE-BACK JAMB ATTACHMENT DAV 04 3W032012FL
FBPECERf!IMni#Ak NO.29578 SHEET 2 of 7
1"MIN. I— 1°MIN. — 4 1 2 1"MIN. —— —I— 1"MIN. 4 1
1 1/2"MIN. 1 1/2"MIN.
EMB. � EMB.
1 INTERIOR EXTERIOR
' 1
1/2"
114" —� 1/4" 1EMBEDN.
MAX. 1/8" MAX.
SHIM SHIM
SEE NOTE#7 INTERIOR EXTERIOR SEE NOTE#7 INTERIOR EXTERIOR
ON SHEET 1 ON SHEET 1 1"MIN
OUTSWING OPERATING UNIT
VERTICAL CROSS SECTION
OUTSWING OPERATING UNIT OUTSWING STA710NARY UNIT SILL
VERTICAL CROSS SECTION VERTICAL CROSS SECTION
HEAD JAMB• HEAD JAMB
1 112"MIN. I.1/4"MAX.
EMBED. f SHIM SEE NOTE#7
/ ON SHEET 1 NOTES:
1'MIN1 FOR PLACEMENT OF ITW TAPCON ANCHORS IN 2X BUCK OR
�1X BUCK CONCRETE/MASONRY OPENINGS,SEE SHEET 4 �p
8 2 OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW SECTION c m m 1;'+ N
INTERIOR �O �OF HEAD OR JAMB AS LONG AS MINIMUM EMBEDMENT IS Ci M oc o
3X ACHIEVED. o 0
8 ITEM#6,(#10 X 2°)ONE SCREW TO BE INSTALLED IN EACH u LL
4X / HINGE AT JOB SITE,CLOSEST TO WEATHERSTRIP. A
X M E c x
AT SILL,PLACE ANCHOR IN SILL BASE MATERIAL FOR m a
HINGE DETAIL ®MAXIMUM SUPPORT.
EXIERIOR
HORIZONTAL CROSS SECTION ww z
OUTSWING SHOWN / (7 zC
wok ui
fA z
7 2 11 1 2 6 3 003 a
1 EXTERIOR O � � � o
Ooa � °x0
1 /
0 w 0 z3
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1°MIN. v Z) � 5
��� ` // E y0 �i o a
T SEE NOTE#7 / `��� e"�•'"•••F••' 1F ��i once:1/20/2012
I 4 1 ON SHEET 1SAO
114"MAX. 1/4"MAX. �' _ s u:NONE
7
SHIM SHIM"I * $ * = e:G.LUBBECKE
1 112"MIN. 1 112"MIN.
EMBED. EMBED. ER .p Eijst� akar:S.SAFFELL
OUTSWING LATCH JAMB AT FRAME OUTSWING HINGE JAMB AT FRAME398� �E1�CN N#338
HORIZONTAL CROSS SECTION HORIZONTAL CROSS SECTION DA�IQIA �ABN�L 04 3W032012FL
FBPE CERT''.lOF A �NO.29578 sneer 3 oc 7
NCRETE/ 1°MIN. --1"MIN.—
t"MIN.— 1"MIN. --1"MIN.— t"MIN. bASONRY 1"
_ 1 114"
1° 1'MIN.— OTHERS TYP. MIN. 1"MIN. 1
1
MIN. 1"MIN. `--' 1'MIN -INTERIOR EXTERIOR -- EMB.
N.
EMBED
' S 1/4"MIN. 5 3 5
EMBED
C CRETE/ — 3
CONI B OTHERS
CRETE!' 1 1/4 ASONRY ,T_
I � � 1 ,
MASONRYL U MIN. •..' ,..'
BY OTHERS EMBED 1 1/4"
1"MIN 1'MIN MAX.
1/4" EXTERIOR MAX. - SHIM
OUTSWING OPERATING UNIT
MAX. SHIM EXTERIOR VERTICAL CROSS SECTION
SHIM SILL SEE NOTE#7
INTERIOR ON SHEET 1 OUTS WING OPERATING UNIT
SEE NOTE#7 INTERIOR SEE NOTE#7 1 VERTICAL CROSS SECTION
ON SHEET 1 ON SHEET 1 EE NOTE#7 OPTIONAL 1"BUCK
EXTERIOR
CONCRETE/
OUTSWING OPERATING UNIT OUTSWING STATIONARY UNIT \ \ MASONRY 9
VERTICAL CROSS SECTION VERTICAL CROSS SECTION \ ��� BY OTHERS
HEAD JAMB HEAD JAMB 1 1/4"MIN. \� \'
EMBED
8 X 1, N4MIN
O 8 3XI—1'MIN-- 1'MIN� C OUTSWING STATIONARY UNITaOHINGE DETAI \ I VERTICAL CROSS SECTION3 REO'D 1 BOXED SIDELI7E SILL \� `SEE ITEM Q "
! 1"M . ON SHEET X N E k
/ tuT
I^1!4"MAX ; rt a
/ \ .
SHIM
1 2 7 MIN.EMBED W I.- LO z0
OUTSWING OPERATING UNIT U� z C
'HORIZONTAL CROSS SECTION w p W
%O EXTERIOR 1 EMBED OPTIONAL 1"BUCK U) z s
O w 0 z
I"MIN. \ % I 5
1"MIN. 2 1
1'MIN. .4 1"MIN. a _ O cd 7 =O
1 \ INTERIOR 1 1°MIN. OIr O 0}
1"MIN. �. W O m O
1 \. F 0 Q
1'MIN. SEE NOTE#7J � 1"MIN. > w z
1"MIN. ON SHEET 1 5 1"MIN. ° SEE NOTE#7 Q N �
�ON SHEET tO tx
l7
114'MAX. 1"MIN. ��N Z O z
114'MAX. 5 SHIM c `,�\ /7�� 2 OC) rF�if
1 1/4"MIN. 1'MIN. ���, `�\ �S F. U O /i� r 5
11/4'MIN. SHIM '�I — EMBED. ° \'
EMBED. -' `���.'„"," ��� DATE:1/20/2012
OUTSWING HINGE JAMB AT FRAME OUTSWING LATCH JAMB AT FRAME �v _ I-114"MAX.
HORIZONTAL CROSS SECTION HORIZONTAL CROSS SECTION SHIM 7 suEE:NONE
NOTES: ° '* * mr br:G.LUBBECKE
OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM CONCRETE/MASONRY 1 112•MIN 4
EMBEDMENT IS ACHIEVED. BY OTHERS EMBED 16f1 E�i�js�� m BY:S.SAFFELL
ITEM#6,(#10 X 2")ONE SCREW TO BE INSTALLED IN EACH HINGE AT JOB SITE,CLOSEST TO WEATHERSTRIP. OPTIONAL MASONRY/CONCRETE INSTALL 398�d�Q'BE#C?� `#338 �W032012FL
CROSS SECTION OF HEAD JAMB OR SIDE JAMB Dl�Pm/�`� H,ki. 04
�AT SILL.PLACE ANCHOR IN SILL BASE MATERIAL FOR MAXIMUM SUPPORT. FBPE CE 1'10&9 IA �NO.29578-El 4 of 7
SEE NOTE#7
ON SHEET 1
1"MIN. ^I— 1°MIN. -- 4 1 2 1"MIN. --I— 1"MIN. 4 1 EXTERIOR INTERIOR
{ I - EXTERIOR INTERIOR 1- 4
Z1 4 4
1 1/2°MIN. 1 1/2"MIN. �"
EMB. EMB.
1 1/2"MIN.
1/4" { I 1/'4" �� 1 1/2"MIN. 2 EMBED.
MAX. 118" MAX. EMBED.
SHIM SHIM { I—I 1"MIN
SEE NOTE#7 EXTERIOR INTERIOR SEE NOTE#7 EXTERIOR INTERIOR 1"MIN
ON SHEET 1 ON SHEET 1 I^ 1"MIN —I 2
INSWING OPERATING UNIT INSWING STATIONARY UNIT
VERTICAL CROSS SECTION VERTICAL CROSS SECTION
INSWING OPERATING UNIT INSWING STATIONARY UNIT SILL BOXED SIDELITE SILL
VERTICAL CROSS SECTION VERTICAL CROSS SECTION
HEAD JAMB HEAD JAMB
1 1/2'MIN. 1/4'MAX.
EMBED. .�SHIM
SEE NOTE#7
ON SHEET 1 NOTES:
1"MIN j� FOR PLACEMENT OF ITW TAPCON ANCHORS IN 2X BUCK OR
1X BUCK CONCRETE/MASONRY OPENINGS,SEE SHEET 6 �q
1 o A rn
8 2 OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW SECTION o m rn �"+ N
EXTERIOR �O �OF HEAD OR JAMB AS LONG AS MINIMUM EMBEDMENT IS q � D� m o
3X ACHIEVED. o o �o
1'MIN.
8 ITEM#6,(#10 X 2")ONE SCREW TO BE INSTALLED IN EACH C LL
4X / HINGE AT JOB SITE,CLOSEST TO WEATHERSTRIP. o ^ hi
/ X E r x
HINGE DETAIL ®MAXIMUM SUPPORTAT SILL,PLACE HOR IN SILL BASE MATERIAL FOR 3 M 4 a
INTERIOR .
STATIONARY UNIT
HORIZONTAL CROSS SECTION w r (7 z
INSWING SHOWN /' U' z O
WU) G
0 to z Ln
7 2 1 1 2 6 3
INTERIOR
I 1 °
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T SEE NOTE#7 mm 1/20/2012
I 4 1 ON SHEET 1 = r G p� _
114”MAX, S.LE:
1/4"MAX. SHIM 7�; NONE
SHIMDwae:G.LUBBECKE
1 112"MIN. 1 1/2"MIN.
EMBED. EMBED. %�6fi Ei4 Z�rr ucBy:S.SAFFELL
JA
INSWING LATCH MB AT FRAME INSWING HINGEJAMBATFRAME �'1 l Dn'"Gxu:
398 D 1sE111C13 #338
HORIZONTAL CROSS SECTION HORIZONTAL CROSS SECTION DFCMI �ALIkt,kL�04 3W032012FL
FBPE CIE VIOWfl �NO.29578—r 5 of 7
CONCRETE/ 4M!N
--1"MIN.—
1'MIN. 1'MIN. 1'MIN. 1°MIN. MASONRY --1•^MMIINN"'
--1'MIN.-- -- I'MIN. BY OTHERS TYP. 1 114" V
1 114" MIN. — V
MIN. 1°MIN. a - - - - 1"MIN. 5 5 3 EXTERIOR INTERIOR- 'EMB. -
EMBED
.. •w. ..
5
1 114'MIN. ' S
° • ^EMBED
••• / T•� , , I CONCRETE! 3
CONCRETEI 1 1114" '• /�l •. s MASONRY
MASONRY J- 1 MIN. L BY OTHERS
BY OTHERS EMBED 1 ••", 114' %% \J -
�% %
1� I MAX.
% 1
114" MAX INTERIOR
SHIM
INSWING OPERATING UNIT
MAX. INTERIOR SHIM VERTICAL CROSS SECTION EXTERIOR
SHIM EXTERIOR SILL SEE NOTE#7
I
SEE NOTE#7 EXTERIOR INTERIOR ON SHEET 1 INSWING OPERATING UNIT
SEE NOTE ON SHEET 1 I INTERIOR VERTICAL CROSS SECTION
ON SHEET ON SHEET SEE NOTE EXTERIOR 1"BUCK
�
INSWING STATIONARY UNIT CONCRETE/
INSWING OPERATING UNIT \ MASONRY A
VERTICAL CROSS SECTION
VERTICAL CROSS SECTION HEAD JAMB �. ��\��.\� BY OTHERS
HEAD JAMB 1 1/4'MIN. 5
EMBED INTERIOR
\ ` .a. '.4
O 8 4X 1"MIN. 5
P •a1
o n rn
8 3X I—1"MIN 1°MIN—I V MINA EXTERIOR Q m rn N iO
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INSWING STATIONARY UNIT z w o
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1 1'MIN. I ON SHEET 1 m L
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INSWING OPERATING UNIT U` z o
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EMBEDI 00 0CD
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1°MIN. \ % W Z 0
1°MIN. 5 2 1 y z Z
1"MIN. \ % 1'MIN. I- 0 O
1 \ - EXTERIOR %% ` 1 !`MIN. v O 0 2Q}
1'MIN. - W O ¢O
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1'MIN.
%/% 1'MIN. a , :)��\ SEE NOTE#7 1"MIN. v \. SEE NOTE#7 of 0 c
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EMBED.INSWING HINGE JAMB AT FRAME INSWING LATCH JAMB AT FRAME f .........
• Dore:1/20/2012
114"MAX. sum:
HORIZONTAL CROSS SECTION HORIZONTAL CROSS SECTION — I'- SHIM •- ••7�•,';. _ NONE
NOTES: °
4 =* * = mva-G.LUBBECKE
1�OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM CONCRETEIMASONRY J 1 112"MIN.
EMBEDMENT IS ACHIEVED. BY OTHERS EMBED ' � !(/{L: �K•m''S.SAFFELL
—INC W.:
>ITEM#6,(#10 X 2")ONE SCREW TO BE INSTALLED IN EACH HINGE AT JOB SITE,CLOSEST TO WEATHERSTRIP. OPTIONAL MASONRY/CONCRETE INSTALL 398�l�l••1�E>!►C}1 ,[ 1#338
CROSS SECTION OF HEAD JAMB OR SIDE JAMB DA�71�p(l k1� 04 1 W032012FL
[DAT SILL,PLACE ANCHOR IN SILL BASE MATERIAL FOR MAXIMUM SUPPORT. FBPE CE H I�JDRf/x111 9. 0.29578 Er 6 ov 7
NOTE: 37 1/2"MAX. } i
Q74"MAX.O.A.FRAME
1 2 3 q 5 SHIM FOR SUPPORT AT OR NEAR O.A.FRAME� � �•
EACH ANCHOR IS REQUIRED -- 3"TYP. ,1; 3"TYP.
I~ I IL-3"TYP. O ti
O
C7 C7 C7 I +_
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Cl
m
00 D7 �' D7 ! 0 (30)ANCHOR LOCATIONS (18)ANCHOR LOCATIONS
(FROM EDGE OF FRAME) (FROM EDGE OF FRAME)
12-0 X 6-8 OUTSWING/INSWING s" 6^
TYP. �
(50)ANCHOR LOCATIONS 3"TY. o > m
75"MAX FRAME - ~ I 3'TYp
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A PANEL CENTER I DETAIL A7 co O Z LD
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PANEL;�CENTER , X 0 (8)ANCHOR LOCATIONS AT MULL w z o
LL W f•4S J i.l J 6"
O X 0oc) Lo} TYP. TYP. O U'
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6-0 X 6-8 OUTSWING/INSWING f -._._.............co
.. a O o J z
(_...__..._._......_I I.._.. ...__._ (28)ANCHOR LOCATIONS p a - a
9-0 X 6-8 OUTSWING/INSWING
(FROM EDGE OF FRAM z O of Z
(38)ANCHOR LOCATIONS ` �%%% ii ' 120 N
........ __._._.._.................. ` Q S F. '�p0 a
(FROM EDGE OF FRAME) �E �O
/ Z-#8 X 3"PFH '� 1/20/2012
2 #8 X 3"PFH SCREW FROM
--._..
SCREW FROM ASTRAGAL KIT —.......,•.,..,._ SME:NONE
o - ASTRAGAL KIT °., ._: ........, _* Q* ...�....{:.:_ _y.....::r:y' 4.r...' owc.er:G.LUBBECKE
-,--...- _— -1-BOTTOM ASTRAGAL i.
STRIKE PLATE _...._........_._..__... R
1-TOP ASTRAGAL - I !p 737 DETAIL 67 aKer:S.SAFFELL
STRIKE PLATE 1-BOTTOM SHOOT 398 4 A JW032012
FBPE CII AT ASTRAGAL SXEET 7 of L'r/�'X338 oaaimnc w:
DETAIL C7-C7 DETAIL D7-D7 BOLT INSERT PLUG DETAIL D7-D7 DAfi{ }T'F (10)ANCHOR LOCATIONS
OUTWING OR INSWING OUTWING ONLY INSWING ONLY Zl •� 7
����F` A 7
398 East 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 Evaluation Report
Of
JELD-WEN, i ic.
Contours Steel Door,'Wood Edge
24 Ga. Opaque Door & Gazed Sidelites
Up to 12'-0" x '-8"
Outswing/Ins ing
fbr
Florida Product Approval
Report No. 3.321
Current Florida Building Code
Method: 1 A (Certification)
Category: Exterior Doors
Sub — Category: Swinging Exterior Door Assemblies
Product: Cc ntours Steel Door, Wood Edge
24 Ga. Opaque Door& Glazed Sidelites
U to 12'-0"x 6'-8"Outswing/Inswing
Material: Steel/Wood
Product Dimensions: 14 9"X 81.875"(Maximum)
Prepared For:
JELD-WEN, Me.
3737 Lakeport Blvd. ``,`�tt���i►������i
Klamath Falls, OR. 97601 .���SES F. , 0��!,'
Prepared by: •�\ 7 '
Hermes F. Norero P.E.
Florida Professional Engineer#73778 T T
Date: 11/1.1/2014 �-n '-. l� �P.•' _�
F GNZ
Contents:
Evaluation Report Pa s 1 —4
Digitally signed y Hermes F.Norero,P.E. Hermes F. Norero, P.E.
Reason:I am ap roving this document Florida No. 73778
Date:2015.01.0 15:14:34-05'00'
BUILDING DROPS
A Perfect Solution in Every Drop Date: 1
Certificate of Authorization:29578 Report NOo:: 3 233211
Manufacturer: JELD-WEN, inc.
Product Category: Exterior Doors
Product Sub-Category: Swinging Exterior Door Assemblies
Compliance Method: State Product Approval Method (1)(a)
Product Name: Contours Steel Door,Wood Edge 2 4 Ga.Opaque Door&Glazed Sidelites
Up to 12'-0"x 6'-8"Outswing/Ins ing
149"X 81.875" (Maximum)
Scope: This is a Product Evaluation Report issued by Herm s F. Norero, P.E. (FL#73778)for JELD-WEN inc.
based on Method 1a of the State of Florida Produc Approval, Florida Department of Business and
Professional Regulation- Florida Building Commissi n.
Hermes F. Norero, P.E. does not have nor will acquire financial interest in the company
manufacturing or distributing the product or in any other entity involved in the approval process of
the product named herein.
This product has been evaluated for use in locations adhering to the current Florida Building Code.
See Installation Instructions JW032012FL,signed at d sealed by Hermes F. Norero, P.E. (FL#73778)
for specific use parameters.
Limits of Use:
1. This product has been evaluated and is incompliance with the current Florida Building Code,
including the "High Velocity Hurricane Zone" (HVHZ).
2. Product anchors shall be as listed and spac d as shown on details. Anchor embedment into
substrate material shall be beyond wall dressing or stucco.
3. When used in areas requiring wind borne c ebris protection this product complies with
Section 1609.1.2 of the current Florida Buil Jing Code and does not require an impact
resistant covering.
4. Non-Impact sidelites do require an impact esistant covering when used in areas requiring
wind borne debris protection to comply wil h Section 1609.1.2 of the current Florida Building
Code.
5. Site conditions that deviate from the details of drawing JW032012FL require further
engineering analysis by a licensed engineer or registered architect.
6. See Installation Instructions JW032012FL fc r size and design pressure limitations.
Hermes F. Norero, P.E.
Florida No.73778
Page 2 of 4
j� BUILDING DROPS
A Perfect Solution in Every Drop Date: 11/11/2014
Report No: 3321
Certificate of Authorization:29578
Quality Assurance: The manufacturer has demonstrated compliance of 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 O ganization#QUA1789).
Performance Standards: The product described herein has been tested per:
• TAS 201-94
• TAS 202-94
• TAS 203-94
Referenced Data:
1. Product Testing performed by National Certified Testing Laboratory,Inc.
(FBC Organization# TST15 9)
Report#: NCTL-210-3801- , Report Date:02/04/2012
Report#: NCTL-110-11987 1, Report Date:04/06/2009
2. Quality Assurance
National Accreditation and Management Institute
(FBC Organization#:QUA1 89)
3. Material Certification
Miami-Dade RER Product Control Section rNOA
Eastman Chemical Compo y Saflex Clear and Color Glass Interlayer
4. Material Certification
Miami-Dade RER Product Control Section NOA
ODL Series"HP Polypropyl ne"White Material Component Approval
Hermes F. Norero,P.E.
Florida No. 73778
Page 3 of 4
BUILDING DROPS
A Perfect Solution in Every Drop Date: 11/11/2014
Certificate of Authorization:29578
Report No: 3321
Installation: 1. Approved anchor types and substrates areas fo lows:
Through Frame Installation:
A. For two by(2X)wood buck substrate, ue#10 Wood Screw type installation anchors of
sufficient length to achieve a minimum embedment of 1.50"into the wood substrate.
B. For concrete or masonry substrate wh re one by(1X), non-structural,wood bucking is
employed, use 3/16"diameter ITW Ta con type concrete screw anchors of sufficient
length to achieve minimum embedme t of 1.25" into concrete or masonry.
C. For concrete or masonry substrate whE re wood bucking is NOT employed,use 3/16"
diameter ITW Tapcon type concrete sc ew anchors of sufficient length to achieve
minimum embedment of 1.25" into co crete or masonry.
Refer to Installation Instructions(JW032012FL)for nchor spacing and more details of the
installation requirements.
Design Pressure:
Design Pressure
XX,XXO,OXXO X,OXO
Outswing
Positive 60 PSF* =Negative
Z65PSF]
Negative 60 PSF
Inswing
Positive 60 PSF*
Negative 60 PSF Negative 65 PSF
*Product has not been rated for water infiltrate n. If authority having jurisdiction
requires that product meets this requirement, roduct shall be used when
installed at location protected by overhang such that overhang(OH) ratio=OH
length/OH height is 1.0.
Hermes F. Norero,P.E.
Florida No. 73778
Page 4 of 4