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Product Approval Menu>Produrt or Anolication Search>Anolication List>Application Detail
FL# FL11136-R5
j Application Type Revision
�. � Code Version 2014
Application Status Approved
*Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by
the POC and/or the Commission if necessary.
i Comments
11
k Archived
41 F;
Product Manufacturer JELD-WEN
t ,1 Address/Phone/Email 3737 Lakeport Blvd
Klamath Falls, OR 97601
(800) 535-3936
fbcl@jeld-wen.com
s
Authorized Signature Kaede McLaughlin
,Alli fbcl@jeld-wen.com
"�� Technical Representative JELD-WEN Corporate Customer Service
Address/Phone/Email 3737 Lakeport Blvd.
Klamath Falls,OR 97601
1
(800) 535-3936
customerserviceagents@jeld-wen.com
i Quality Assurance Representative
,r� s Address/Phone/Email
faE i` w i
Category Exterior Doors
# .'> Subcategory Swinging Exterior Door Assemblies
i
Compliance Method Certification Mark or Listing
& II
r Certification Agency National Accreditation&Management Institute
Validated By National Accreditation&Management Institute
t ° I
Referenced Standard and Year(of Standard) Standard Year
TAS 201 1994
TAS 202 1994
4 TAS 203 1994
` + Equivalence of Product Standards
it Certified By
4
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?parain wGEVXQwtDgttaGslp3Gvui5HdtONaDpDfoxMcifpJkldG9Yb3raduw%3d%3d[7/21/2017 8:24:53 AM]
Florida Building Code Online
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etc
Product Approval Method Method 1 Option
t ` f '
Li
Date Submitted 10/20/2016
Date Validated 10/23/2016
Date Pending FBC Approval
� Date Approved 10/30/2016
Date Revised 06/30/2017
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'
Summary of Products
[ FL# Model, Number or Name Description
;yll; 11136.1 Contours Steel, Steel Edge 3'-0"x 6'-8",Opaque, Single Door, Inswing
° Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL11136 R5 C CAC NI011233-R2.[)df
' Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 08/31/2020
Design Pressure: +80/-80 Installation Instructions
Other: FL11136 R5 II DC9970-1 Installation.pdf
Verified By: National Accreditation&Management Institute
Created by Independent Third Party:
{ Evaluation Reports
FL11136 R5 AE PER3389.pdf
Created by Independent Third Party: Yes
ontours tee, tee ge x paque, Inge Door, utswing
Limits of Use Certification Agency Certificate
}' Approved for use in HVHZ:Yes FL11136 R5 C CAC N1011233-R2.[)df
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
a I Impact Resistant:Yes 08/31/2020
Design Pressure: +80/-80 Installation Instructions
t ' Other: FL11136 R5 II DC9970 Installation.[L j
Verified By: National Accreditation&Management Institute
Created by Independent Third Party:
Evaluation Reports
�i L11136 R5 AE PER3390.pdf
Created by Independent Third Party: Yes
ai! 11136.3 Contours Steel, Steel Edge 3'-0"x 8'-0", Opaque, Single Door, Inswing
y,y Limits of Use Certification Agency Certificate '
Approved for use in HVHZ:Yes FL11136 R5 C AC NIO11 -R .IL
t } Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 08/31/2020 i
Design Pressure: +61/-65 Installation Instructions
Other: FL11136 RS II DC9970-1 Installation..t
df
I" p
Verified By: National Accreditation&Management Institute
Created by Independent Third Party:
II �� Evaluation Reports
FL11136 R5 AE PER3389.odf
Created by Independent Third Party: Yes i
11136.4 Contours Steel,Steel Edge 3'-0"x 8'-0",Opaque,Single Door, Outswing t
"i Limits of Use Certification Agency Certificate
} Approved for use in HVHZ:Yes FL11136 R5 C GAG NI011232-R2.pdf
:
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
i} r Impact Resistant:Yes 08/31/2020
Design Pressure: +61/-65 Installation Instructions
E Other: FL11136 R5 II DC9970 Installation.pdf
Verified By: National Accreditation&Management Institute
Created by Independent Third Party:
„ . Evaluation Reports
FL11136 R5 AE PER3390.pdf
Created by Independent Third Party: Yes
`! 11136.5 ;Contours Steel, Steel Edge 3'-0"x 7'-0",Opaque, Single Door, Inswing
Limits of Use Certification Agency Certificate
„ Approved for use in HVHZ:Yes FL11136 R5 C CAC N1011401-R3.[�df €
} Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date j
littp://www.floridabuilding.org/pr/pr_app_dtl.aspr?parainwGEVXQwtDgttaGslp3Gvui5HdtONaDpDfoxMcifpJkldG9Yb3raduw%3d%3d[7/21/2017 8:24:53 AM]
Florida Building Code Online
1j I+ Impact Resistant:Yes 10/31/2026
Design Pressure: +66/-66 Installation Instructions
f, Other: FL11136 R5 II A008267-FL Installation.pdf
# ,Id Verified By: National Accreditation&Management Institute
f Created by Independent Third Party:
r Evaluation Reports
;I FL11136 R5 AE PER3399.pdf
v I, Created by Independent Third Party: Yes
v' 11136.6 Contours Steel, Steel Edge T-0"x T-0",Opaque, Single Door, Outswing
Limits of Use Certification Agency Certificate
t I I Approved for use in HVHZ:Yes FL11136 R5 C CAC NI011401.02-R3.pd i
i' Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
w w Impact Resistant:Yes 10/31/2026
Design Pressure: +66/-66 Installation Instructions
' Other: FL11136 R5 II A008267-FL Installation.pddf
Verified By: National Accreditation&Management Institute i
Created by Independent Third Party:
I Evaluation Reports
6 1 FL11136 R5 AE PER3399.odf
Created by Independent Third Party: Yes
11136.7 I Contours Steel, Steel Edge T-0"x T-0",Opaque,Single Door, Inswing
r Limits of Use Certification Agency Certificate
'€tt Approved for use in HVHZ:Yes FL11136 R5 C CAC NI011401.01-R3,pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 10/31/2026
1. Design Pressure: +47/-47 Installation Instructions
= Other- FL11136 R5 II A008267=FL Installation.[�df 1
Verified By: National Accreditation &Management Institute
a € Created by Independent Third Party:
I i r Evaluation Reports
q FL11136 R5 AE PER3399.[2df
Created by Independent Third Party: Yes
11136.8 Co rs Steel, Steel Edge 3'-0"x 7'-0", Opaque,Single Door, Outswing
S Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL11136 R5 C CACNI011401.03-R .pd
lel ' Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 10/31/2026
P I,r Design Pressure: +47/-47 Installation Instructions
#Ili Other: FL11136 R5 II A008267-FL Installation.12df
d" {I ±° Verified By: National Accreditation&Management Institute
€, Created by Independent Third Party: €
Evaluation Reports I
FL11136 R5 AE PER3399.12df
A Created by Independent Third Party: Yes I
11136.9 I.Contours Steel, Steel Edge T-0"x T-0",Opaque,Single Door, Inswing and Outswing
Limits of Use Certification Agency Certificate i
1i I Approved for use in HVHZ:Yes FL11136 R5 C CACNI011573.0 -R6.[�df
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date i
< }( Impact Resistant:Yes 04/30/2026 1
Design Pressure: +70/-70 Installation Instructions
Other: FL11136 R5 II A009423 Installation.pdf
Verified By: National Accreditation &Management Institute
Created by Independent Third Party:
a,11 �1Evaluation Reports '
FL11136 R5 AE PER3400,pdf
,+ Created by Independent Third Party: Yes
1 q4 11136.10 Contours Steel, Steel Edge 3'-0"x 8'-0",Opaque, Single Door, Inswing and Outswing
u�F Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL11136 R5 C CAC NI011574.03-R6.pdf
+,S Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 04/30/2026
4 Design Pressure: +55/-55 Installation Instructions
Other: FL11136 R5 II A009424 Installation.pddf
1 1r Verified By: National Accreditation&Management Institute j
tl# Created by Independent Third Party:
Evaluation Reports I
4 ' FL11136 R5 AE PER3401.pdf i
` Created by Independent Third Party: Yes
littp://www.floridabtiilding.org/pr/pr_app_dtl.aspx?param�vGEVXQwtDgttaGslp3Gvui5HdtONaDpDfoxMcifpJlddG9Yb3raduw%3d%3d[7/21/2017 8:24:53 AM]
Florida Building Code Online
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1 J1
Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824
` The State of Florida is an AA/EEO employer.Coovriaht 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement
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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
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please click here_
+ Product Approval Accepts:
eCteck M
i
Credit Card
Safe
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NOTICE OF PRODUCT CERTIFICATION
VC
Company: JELD-WEN Doors Certification No.: N1011233-112 p y•
�� ' 3737 Lakesport Drive Certification Date: 08/14/2012
Klamath Falls, OR 97601 Expiration Date: 08/31/2020
Revision Date: 05/16/2016
Product: Contours Steel Opaque Steel Edged Door(w/Wood Frame)
:C't``�eEME�'r lTy
ED PRS" t /
TM. Specification: PA 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.Nainicertific.ition.com. NAMI's Certification Program is accredited by The American National Standards Institute(ANSI).
Inswing Glazed Design Water Missile Test Report Number
Configuration or or Maximum Pressure Test Impact Drawing Number&
X I/S Opaque 3'2"x 6'10" +80/-80 2.86 psf Yes CTLA650W
Single Max Panel Size:3'0"x 6'8"
w/Kwikset 700 Latch&Deadbolt&ADA Threshold
Qualifies Configurations:X
Single Max Panel Size:3'0"x 6'8"
w/Kwikset 700 Latch&Deadbolt&Endura 4566A
Threshold
Qualifies Configurations:X
X I/S Opaque 3'2"x 6'l 0" +80/-80 2.86 psf Yes CTLA650W
Single Max Panel Size:3'0"x 6'8"
w/Kwikset 700 Latch&Deadbolt&ADA Threshold
Qualifies Configurations:X
X O/S Opaque 352"x 6'10" +80/-80 12.0 psf Yes CTLA65OW
Single Max Panel Size:3'0"x 6'8"
w/Yale Heritage Latch&Deadbolt&Endura 4566A
Threshold
Qualifies Configurations:X
X O/S Opaque 3'2"x 6'10" +80/-80 12.0 psf Yes CTLA650W
Single Max Panel Size:3'0"x 6'8"
w/Kwikset 700 Latch&Deadbolt&Imperial High Dam
Threshold
Qualifies Configurations:X
National Accreditation & Management Institute,Inc./4794 George Washington Memorial Highway/Hayes,VA 23072
Tel: (804) 684-5124/Fax: (804)684-5122
NAMI AUTHORIZED SIGNATURE:
JELIr"WENo Steel
s
STEEL,STEEL EDGE DOOR
&8'-0"SINGLE INSWING OPAOUEIMPACT DOOR O�
3'-1 3/4.OA X
GENERAL NOTES MAX.FRAME WIDTH- CO
1. THIS PRODUCT IS DESIGNED TO COMPLY WITH THE FLORIDA3'-1 3/4•OA 3'oA. J
coLO
CURRENT BUILDING CODE INCLUDING "HIGH VELOCITY MAX.FRAME WIDTH MAX.PANEL WIDTH U CC J
HURRICANE ZONE" (HVHZ) REQUIREMENTS. 3'OA D Z () Q M
2. WOOD BUCKS, BY OTHERS, MUST BE ANCHORED PROPERLY MAX.PANEL WIDTH - <N
TO TRANSFER LOADS TO THE STRUCTURE. D W Y 03
3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED
AS SHOWN DETAILS. ANCHOR EMBEDMENT TO BASE
MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ❑' � �l[j
4. IMPACT RESISTANT SHUTTERS NOT REQUIRED.
5. DESIGN PRESSURE RATING SHALL BE AS FOLLOWS: ^a t j ^ J=
-FOR 6'8" WOOD FRAMES - SEE TABLE SHEET 1 a^ 2 -:1ch Y fl
-FOR 8'0" WOOD FRAMES - SEE TABLE SHEET 1 S
6. THIS SYSTEM WAS TESTED FOR 2.86 LBS. WATER PRESSURE " �E°
AS PER ASTM-E331. _
7. THIS PRODUCT DOES NOT MEET THE WATER REQUIREMENTS _ o i W
FOR "HVHZ". m
28 a
� 27 �� Z
INSWING IMPACT STEEL EDGE DOOR o o -
(Common to all frame conditions) A B d r o p N
DOOR LEAF CONSTRUCTION: 3 0 r
Face sheets: 24 ga. (0.020") minimum thickness, Galvanized W LLIo +�
Steel A-525 commercial quality - AKDO per ASTM 620 with
minimum average yield strength Fy=26,240 psi.
Core design: Expanded polystyrene with 1.0 to 1.25 lbs. o m W" O�
density, by JELD-WEN. I I W o r Q W
I- I W CD
C ~
Panel Construction: Steel face sheets glued to expanded OD O wW Z
polystyrene (EPS), with steel top and bottom rails and W-d a"-Lon JQ
steel stiles_ with a wood lock block reinforcement. The W-
hinge stile contains a MDF board for added hinge support. QO O Uw
A 8 I aW
Frame Construction (Both Frame Types), The head jambs 2 2 p
and side jambs are mortised, butted and joined using (3) A B of
a
7/8"x 2" wire staples. An aluminum adjustable inswing
threshold was unitilized of the sill. An optional aluminum Mc� z
ADA threshold is available. A 5�5 YM
�m
6'8" SINGLE INSWING UNIT (X) 8'0" SINGLE INSWING UNIT (XJ �I o-RG
TABLE OF CONTENTS SCALE.- 1/2" =>'-0" SCALE' >/2" =>'-0"
SHT # DESCRIPTION
1 TYPICAL ELEVATIONS & GENERAL NOTES gd
2 1 VERTICAL CROSS SECTIONS & BOM ALL DOOR MODELS ARE VIEWED z m
3 HORIZONTAL CROSS SECTIONS FROM THE INTERIOR SIDE o 'e O
4 ANCHORING LOCATIONS & DETAILS e
5 UNIT COMPONENTS
o -
*NOTE: PRODUCT HAS NOT BEEN RATED FORtj
WATER INFILTRATION. IF AUTHORITY HAVING a v o 0 0 0
JURISDICTION REQUIRES THAT PRODUCT MEETS " N m^ ��W
THIS REQUIREMENT, PRODUCT SHALL BE USED Go
DESIGN PRESSURE RATING o
WHEN INSTALLED AT LOCATION PROTECTED BY o m N n a
OVERHANG SGMIIjltlfyT/t�i (OH) RATIO
OVERHANG ( o o o
•WHERE WATER INFILTRATION WHERE WATER INnLTRATION = OH LEVY H T S 2 1(
REQUIREMENT IS NEEDED REQUIREMENT IS NOT NEEDED _r
��i: �O�` HERMES F. NORERO DATE:12/07/07
6'8" (X) +80.Opsf -80.Opsf +80.Opsf -BO.Opsf 7 �'•: FLORIDA P.E. NO. 73778 scALE:AS NOTED
* = DWG. BY: EAG
Ps -13TOPST, T T r 11 CHK.BY:S. SAFFEL
4.�•_� DRAWING NO.:
Digitally signed by Hermes F.Norero,P.E. ��'T�s.'"....... `� DC9970-1
Reason:I am approving this document �i S'/ EAG��` BUILDING DROPS,H BLVD.
Date:2015.04.10 09:10:29-04'00' iil�N;;t13��` aeeDrBMH FL
3304SHEET1 of 5
FBPE G,tifmb"/AulhonxoNm No.29578
DO
o �W 2 1/2" MIN.
w EDGE DIST. o
N m _3/4" MIN. ^z rn
a= �w EDGE DIST. _ 9MAYJ MI
I- 1 LATCH JAMB I 1 4" z 4 9 16'PONDEROSA FlNGER JOINTED PINE PINE
? 31 - 2 HINGE JAMB 1 1 4 z 4PONEROSA FINGER JOINTED PINE PINE J
{� 7 °p.' 32 3 HEAD JAMB 1 1/4-x 4 6/16"PONDERSOA FINGER JOINTED PINE PINE m
C71 4 4"x 4"BUTT HINGE1 a..0 7"HAGER
32 31 ° J^ 5 9 X 1-PFH WOOD SCREW HINGE TO DOOR U cc J
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3/4"PFH WOOD SCREW HINGE TO DOOR STEEL z J M
3 FH WOOD SCREW WITH 1.50 MIN. EMB. INTO SUB-BUCK STEEL Z EL LL�W ONO
zSTEEL
' ITW TAPCON MIN. EMBEDMENT 1 1 4"INTO MASONRY STEELXT.ALUMINUM THRESHOLD MODEL 6063-T5 ALUM.G ADJUSTABLE THRESHOLD 1.25 x4.56' ALUM.SEE DETAIL A SEE DETAIL AJ seDON SHEET 5 13 ig ON SHEET 5 RESSION WEATHERSTRIP SCHLEGEL O-LON ODS 650 FOAM JMQ13 18 3"PFH WOOD SCREW STEEL 7 M Y o
z 1'PFH WOOD SCREW STEEL
16 FACE SHEET 24GA. .020'THK. MIN. GALVANIZED STEEL STEEL
17 #8 x 2 PTH WOOD SCREW STEEL
18 TOP RAIL 1.73"x 1.21'x 0.021"THK STEEL
19 BOTTOM RAIL 1.73"x 1.21"x 0.021'THK STEEL
26 26 20 SIDE STILES 1.73•x 1.21"x 0.021 THK STEEL
21 WOOD LOCK BLOCK 1.67 x 3.0"x 18.75 WOOD
16 16 22 STRIKE PLATE - O
Q^ 23 MDF BOARD MDF Z
24 0.50"x 1.69"DOOR BOTTOM SWEEP VINYL
..0�.p `ap¢`O Q 25 WOOD LOCK BLOCK WOOD O N ZO
00<O a ^^ I 1 - �� 26 EXPANDED POLYSTYRENE 1.0 to 1.25 Ib. DENSITY BY JELD-WEN FOAM O Z O
I - CO O iD a�ou O iU O 27 KWIKSET TITAN SERIES LATCH & DEADBOLT 200& 660
a0 O I 1 I I 28 KWIK5ET TITAN SERIES LATCH & DEADBOLT 700 - W LLI o w�
0D ...F- -.0..t0 29 LATCH SCREWS 8 z 1 1 2 PFH WOOD SCREW STEEL O U F• W
30 NOT USED
O F-C0 F Of 2= w W S Of 2= 31 2X WOOD BUCK WOOD J L0 0_ O
W m:W S O O_ CD C2 2 W 2 C7 O O U• C0 32 1 4 MAX. COMPRESSION SHIM WOOD w: �L�
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31
' •• HERMES F. NORERO DATE:12/07/07
A:O FLORIDA P.E. NO. 73778 SCAAS NOTED
3/4" MIN. IT 7 2 1/2" MIN. 7 _-:
EDGE DIST. EDGE DIST. * * - DWG.BY: EAG
9 ��'• TT W
CHK.BY:S. SAFFEL
�i o•(�•••• P•'•�4 DRAWING NO.:
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KB VERTICAL CROSS SECTION
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1 l�?G��` 39 E.STSDu'"AIACN. CH BLVD SHEET 5
FBPE Cer4fimte°/AVlh .Ii-No.29578
37 3/4" MAX. FRAME WIDTH
—36" MAX PANEL WIDTH 32
32 22 31
21 25 26 IN ERIOR 5
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HERMES F. NORFRO DATE.,12/07/07
FLORIDA P.E. NO. 73778 —
s—:AS NOTED
7
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T T
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0
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8 9/16" 8 9/16" 6' I — 8 3/4" uj.
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ANCHORING LOCATIONS ANCHORING LOCATIONS
6'8" INSWING SINGLE UNIT (XJ 8'0" INSWING SINGLE UNIT (X) N 5 x m
SCALE.- >/2" =1'-0" SCALE., 1/2" =1'-0"
ALL DOOR MODELS ARE VIEWED
FROM THE EXTERIOR SIDE
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17 SG—:AS NOTED
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....
SCALE. 3/8" =1'-0" SCALE. 3/8" =1'-0" SCALE. 3" =1'-0" SCALE. 3" =1'-0" ����SS'oN';�?G� ` 390Dw'eMu BEACH iw. sNEDC497a 5
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�`'�•• •..'fO�i HERMES F. NORERO DATE:12/07/07
FLORIDA P.E. NO. 73778
7 _ scare:AS NOTED
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iHPE Cemla of Aufhwiaolion No.29578
398 E. Dania Beach. Blvd
BUILDING DROPS Suite 338
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
Product Evaluation Report
Of
JELD-WEN, inc.
Steel, Steel Edge Door
6'-8" and 8'-0" Single Inswing Opaque Impact Door
for
Florida Product Approval
Report No. 3389
Current Florida Building g Code
Method: I — A (Certification)
Category: Exterior Doors
Sub — Category: Swinging Exterior Door Assemblies
Product: Steel,Steel Edge Door
Material: Steel/Wood
Product Dimensions: 37-3/4"X 98-3/8"(Maximum)
Prepared For:
MELD-WEIR, ine.
3737 Lakeport Bled.
Klamath Falls, OR. 97601 `,`�tttit�t►rri���i
�-S F 0�
Prepared by: ��•`���Q-� 'F,A�'•�
Hermes F. Norero, P.E. : �� -. O ,
Florida Professional Engineer#73778 = 7
Date: 04/09/2015 v T T cc
441
Contents: 0,n
Evaluation Report Pages 1—4
Digitally signed by Hermes F.Norero,P.E.
Reason:I am approving this document
Date:2015.04.1009:06:36-04'00' Hermes F. Norero,P.E.
Florida No. 73778
BUILDING DROPS
A Perfect Solution in Every Drop Date: 04/09/2015Report No: 3389
Certificate of Authorization:29578
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: Steel,Steel Edge Door
37-3/4"X 98-3/8" (Maximum)
Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E.(FL#73778)for JELD-WEN,inc.
based on Method 1a of the State of Florida Product Approval, Florida Department of Business and
Professional Regulation-Florida Building Commission.
Hermes F. Norero, P.E.does not have nor will acquire financial interest in the company
manufacturing or distributing the product or in any other entity involved in the approval process of
the product named herein.
This product has been evaluated for use in locations adhering to the current Florida Building Code.
See Installation Instructions DC9970-1,signed and sealed by Hermes F. Norero, P.E. (FL#73778)for
specific use parameters.
Limits of Use:
1. This product has been evaluated and is in compliance with the current Florida Building Code,
including the "High Velocity Hurricane Zone" (HVHZ).
2._ Product anchors shall be as listed and spaced as shown on details. Anchor embedment into
substrate material shall be beyond wall dressing or stucco.
3. When used in areas requiring wind borne debris protection this product complies with
Section 1609.1.2 of the current Florida Building Code and does not require an impact
resistant covering.
4. Site conditions that deviate from the details of drawing DC9970-1 require further
engineering analysis by a licensed engineer or registered architect.
5. See Installation Instructions DC9970-1 for size and design pressure limitations.
Hermes F. Norero,P.E.
Florida No. 73778
Page 2 of 4
f BUILDING DROPS
A Perfect Solution in Every Drop Date: 04/09/2015
Report No: 33 o: 3389 9
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 Organization#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 Certified Testing Laboratory, Inc.
(FBC Organization# TST1577)
Report#: CTLA455W, Report Date: 10/11/1999
Report#: CTLA650W, Report Date: 01/03/2001
2. Quality Assurance
National Accreditation and Management Institute
(FBC Organization#:QUA1789)
3. Material Testing for'Dylite' EPS Core performed by Intertek ETL Semko:
ASTM E 84-05
Report#: 3113726SAT-001 Date:02/05/07
Equivalence of Test Standard(s):
The following test standards have been evaluated for differences in test methodology,if any, between the
edition(s)of the test standard(s) listed below and those edition(s) referenced in the current Florida Building
Code.The manufacturer has tested their products to the following test standard edition(s):
1) ASTM E84-05
Chapter 35 of the current Florida Building Code references the following editions of the above mentioned
test standards:
1) ASTM E84-09
After review of the above mentioned referenced standards and editions, it has been found that no significant
technical changes have been made to the test standards that would affect the results.All referenced
standards have been found to be equivalent.All materials test results meet minimum requirements of the
current FBC, including HVHZ provisions.
Hermes F. Norero,P.E.
Florida No.73778
Page 3 of 4
BUILDING DROPS
A Perfect Solution in Every Drop Date: 04/09/2015
Certificate of Authorization:29578 Report No: 3389
Installation: 1. Approved anchor types and substrates areas follows:
Through Frame Installation:
A. For two by(2X)wood buck substrate, use#8 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 where one by(1X), 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 concrete or masonry.
C. For concrete or masonry substrate where wood bucking is NOT employed,use 3/16"
diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve
minimum embedment of 1.25" into concrete or masonry.
Refer to Installation Instructions(DC9970-1)for anchor spacing and more details of the installation
requirements.
I
Design Pressure:
6'8"Doors(X) Positive 80 PSF
Negative 80 PSF
8'0"Doors(X)
Negative 65 PSF
Note: Product has not been rated for water infiltration. If authority having jurisdiction requires that
product meets this requirement,product shall be used when installed at locations protected by
overhang such that overhang(OH) ratio=OH Length/OH Height> 1.0
Hermes F. Norero, P.E.
Florida No. 73778
Page 4 of 4