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ProductAoorovaiMenu>Product orAooiicaUonSearoST. Lucie county,Yt Permitting
FL#
FL11136-R8
Application Type Revision
Code Version 2017
Application Status Approved
*Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by
the POC and/or the Commission if necessary.
Comments
Archived
Product Manufacturer JELD-WEN
Address/Phone/Email 3737 Lakeport Blvd
ldamath Falls,OR 97601
(800)535-3936
fbel@ield-wen.com
Authorized Signature Rylee Sumner Fricks
fbel@jeld-wen.com
Technical Representative JELD-WEN Corporate Customer Service
Address/Phone/Email 3737 Lakeport Blvd.
Wamath Falls,OR 97601
(800)535-3936
customerserviceagents@jeld-wen.com
Quality Assurance Representative
Address/Phone/Email
Category Exterior Doors
Subcategory Swinging Exterior Door Assemblies
Compliance Method Certification Mark or Listing
Certification Agency National Accreditation&Management Institute
, 0 Validated By National Accreditation&Management Institute
U
LU Referenced Standard and Year(of Standard) Standard YSK
TAS 201 1994
TAS 202 1994
TAS 203 1994
Equivalence of Product Standards
Certified By Florida Licensed Professional Engineer or Architect
FL11136 R8 E9uiv ASTM E84 Equivalency Letter SS 2017-08-31.p-df
Product Approval Method Method 1 Option A
Date Submitted 04/09/2019
Date Validated 04/29/2019
Date Pending FBG Approval
Date Approved 05/08/2019
Summary of Products
FL# Model,Number or Name Description
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:No FL11136 RS C CAC N1013373.02.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 12/3112022
Design Pressure:+65170 Installation Instructions
Other: FL11136 R8 Il D015024 Contours Energy Saver SE IS OPQ
SS 2019-04-25.if
Verified By:National Accreditation&Management Institute
Created by Independent Third Party:
Evaluation Reports
FL11136 R8 AE PER6165 S8 2019-04-25.pdf
Created by Independent Third Party:Yes
11136.2 Contours St ei,Steel Edge V-0"x 6'-8",Opaque,Single Door,Outswing
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL11136 R8 C CAC N1011233-R2.12df
Approved for use outside HVHZ Ye Quality Assurance Contract Expiration Date
Impact Resistant:Yes 08/31/2020
Design Pressure:+80/-80 Installation Instructions
Other: FL11136 R8 11 D09970 Installation pdf
Verified By:National Accreditation&Management Institute
Created by Independent Third Party:
Evaluation Reports
FL11136 R8 AE PER3390.pdf
Created by Independent Third Party:Yes
11136.3 Contours Steel,Steel Edge 3'-0"x 8'-0",Opaque,Single Door,Inswing
Limits of Use Certification Agency Certificate
Approved for use In HVHZ:Yes FL11130_RaQ. GAC N10112.32- 12_odr
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 08/3112020
Design Pressure:+61/-65 Installation Instructions
Other: FL11136 R8 11 D09970-1 Installation pdf
Verified By:National Accreditation&Management Institute
Created by Independent Third Party:
Evaluation Reports
FL11136 R8 AE ER3389.0
Created by Independent Third Party:Yes
11136.4 Contours Steel,Steel Edge 3'-0"x 8'4',Opaque,Single Door,Outswing
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes EL11136 R8 C CAC N1011232-R2 pdf
Approved for use outside HVHZ Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 08/31/2020
Design Pressure:+61/-65 Installation Instructions
Other: FL11136 R$. li DC9970 Installation.ix f
Verified By:National Accreditation&Management Institute
Created by Independent Third Party:
Evaluation Reports
FL11136 Rte{' AE PER3390.12
Created by Independent Third Party:Yes
11136.5 Contours Steel,Steel Edge V-W'x 7'-0",Opaque,Single Door,Inswing
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL11136 R8 C CAC N1011401-R3.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 10/31/2026
Design Pressure:+66/-66 Installation Instructions
Other: FL11136 R8 II A008267-FL Installation of
Verified By:National Accreditation&Management Institute
Created by Independent Third Party:
Evaluation Reports
FL11136 R8 AE PER3399.Ddf
Created by Independent Third Party:Yes
11136.6 Contours Steel,Steel Edge 3'-0"x 7'-0",Opaque,Single Door,Outswing
Limits of Use Certification Agency Certificate
Approved for use In HVHZ:Yes FL11136 R8 C CAC NI011401.02-R3.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 10/31/2026
Design Pressure:+66/-66 Installation Instructions
Other: FL11136 R8 11 A008267-FL installation.pdf
Verified By:National Accreditation&Management Institute
Created by Independent Third Party:
Evaluation Reports
FL11136 R8 AE PER3399.odf
Created by Independent Third Party:Yes
11136.7 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 R8 C CAC N1011401.01-R3.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 10/31/2026
Design Pressure:+47/-47 installation Instructions
Other: FL11136 R8 ii A008267-FL Installation pdf
Verified By:National Accreditation&Management Institute
Created by Independent Third Party:
Evaluation Reports
FL11136 R8 AE PER3399.0
Created by Independent Third Party:Yes
11136.8 Contours Steel,Steel Edge 31-0"x 7'-0",Opaque,Single Door,Outswing
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL11136 R8 C CAC N1011401.03-R3.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 10/31/2026
Design Pressure:+47/-47 Installation Instructions
Other: FL11136 R8 11 A008267-FL installation.pdf
Verified By:National Accreditation&Management Institute
Created by Independent Third Party:.
Evaluation Reports
FL11136 R8 AE PER3399.pdf
Created by Independent Third Party:Yes
11136.9 Contours Steel,Steel Edge T-O"x 7'-0",Opaque,Single Door,Inswing and Outswing
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL11136 R8 C CAC NI011573.03-R6.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 04/30/2026
Design Pressure:+70/-70 Installation Instructions
Other: FL11136 88 11 A009423 Installation.pdf
Verified By:National Accreditation&Management Institute
Created by Independent Third Party:
Evaluation Reports
FL11136 R8 AE PER3400,12cff
Created by Independent Third Party:Yes
11136.10 Contours Steel,Steel Edge T-O"x-8'-O",Opaque,Single Door,Inswing and Outswing
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL11136 R8 C CAC NI011574.03-R6.12df
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 04/30/2026
Design Pressure:+55/-55 Installation Instructions
Other: FL11136 R8 11A009424 lnstallation.pdf
Verified By:National Accreditation&Management Institute
Created by independent Third Party:
JELDEllYo Steel
STEEL,STEEL EOGEOOOR, ^
&8=0.1. NGLEOLf75WlNGOAAOUEIMPACTDOOR
:
CD �.
3 1 3/4 OID
• 'GENERAL NOTE6, .: . MAX.FRAME WIDTH �'O
1.THIS PRODUCT IS DESIGNED,TO COMPLY WITH THE FLORIDA - 3"OA
CURRENT BUILDING CODE,INCLUDING HIGH VELOCITY 11•PANEL DT14 U ac Za .
.HURRICANE ZONE*(HVHZ) REQUIREMENTS Z O•J
2.,WOOD BUCKS, BY 9THERS,.MUST:BE ANCHORED PROPERLY 3-t.J/a os. CL LL N
TO TRANSFER LOADS TO,THE STRUCTURE k" FRA enmti Z..W CD .
$, PRODUCT ANCHORS SHALL BE AS:LISTED AND.SPACED .3'0A W' ,�°P .
AS SHOWN ON.DETAILS.ANCHOR EMBEDMENT'TO'BASE MAX PANEI.WIGTN �y,� .-
MATERIAL:SHALL`BE BEYOND WALL DRESSING OR STUCCO. n',�
.4..IMPACT RESISTANT SHUTTERS NOT.REQUIRED. J.M
5. DESIGN'•PRESSURE RATING SHALL'BE AS.FOLLOWS W �' Z
FOR'.6'8'WOOD FRAMES -- SEE TABLE SHEET 1 CD tl
"-FOR 8'0"WOOD FkAMES �SEE.TABLE SHEET 1.
G.'-THIS SYSTEM WAS:TESTED FOR 2.86 LBS. WATER PRESSURE _
AS,-PER ASTM E331! ® �'
7:�SEE'DESIGN'PRESSURE TABLE do-NOTES BELOW REGARDING
WATER INFILTRATION REQUIREMENTS.
OUTSWING IMPACT STEEL EDGE DOOR ;,q `-..27 - Z•
(Common to all frame conditions) 28 tea ` - a p
_ DOOR LEAF UC
CONSTRTION.
11 r,
'Face sheets: 24 ga. (0.020') m(nirimum.thickness, Galloniied <. d ° LuIM
Steel A-525 commercial quolib AKDO per ASTM 620 with' ° O�ti.
minimum average yield'strengt Fy=26240 psi .. a,
i tn'4 O
Core.daslon: Expanded potyatyrane'wilh 1 0 to 1.25 Ibs V .g
density, by JELD WEN '� �- W G Qp
a 1: m O
"Ponel Construction. Steel faeesheeto glued.to expanded ` a OZ
,polystyrene.{EPS), with steel top and'bottom rails and.
steal stiles with a wood lock block.reinforcement.The 'P taf$1p d
hinge stile contains n MDF board for.adde!,hingeau ort, WG e' oZ
9Pp _"'� 0 CW
From Constuctt Ion (Both Frame Tvoea). The head,lambs �.,.
.and side jambs ore niortieed botte4l and.joined using (3) .. ,,4 ,'a �'' a.
7/ti"x 2"wire staples:An bumper:threshold OUTSWING
tIT stiold was'umtiilzed''ot the sill.An optlond1 aluminum, z
ADA throshold.js available,'
ii,�,kzka ours
Xf 8'0 SIArCLJs OUTSWJNC UNIT/XJ'' ovEawwa.
TABLE OF CONTENTS SQALE 1/2 => SCALIs' 1/2 1-0 �taTM
SHT DESCRIPTION $ '
T I ERAL ELEVATIONS GENNOTES'. f
2 VERTICAL-CROSS SECTION & BOM 1' Z
3OC ZORITG tOCAT10 5 dc10NS
DET LS
6 -TIRI COMPO NTS 7. 777 . .. _
*NOT$: PRODUCT HAS NOT.t3EEN RATED F R i
W.ATER'INFILTRATION UNLESS.USING ITEM•'(1Q1). c in a o o c o
IF AUTHORITY HAVING JURISDICTION REQUIRES o °n a
-THAT PRODUCT MEETS THIS REQUIREMENT,: r+
PRODUCT'SHALL'BE'USED'WHEN INSTALLED 00 a n^ o
DESIGN PRESSURE RATING AT LOCATION Rpaq Ep.BY OVERHANG SUCH 0 0.-o^
NATE: USE OF ITEM;11 MEETS WATER THAT'OV �p f0 O.ER LENGTH+
INFILTRATION REQUIREMENTS'.UP. TO A DESIGN WHFJtE WATER alslLmnrw+', WHERE wArat NnLrRAnaN •'.: OH HEI(M }: t0 /i. a vi a n ry O
PRESSURE OF +ZO'.PSF (UNLESS VALUES''IN REQUIRMDiT IS NEEDED REGUIREMENr IS Nor NEEDED z
DESIGN PRE,$SURE TABLE'70.RiGHT GOVERN P HERMES F NORERO DATE:12/07/07
FLORIDA PE NO. 73778:. S ;AS NOTED
6`8 (X) +70 Opsf„ $O:Opsf +BO.Opsf SO.Opsf ' 7
* DwO.eY: .EAG '
8'0 (x) +61 Opsf 65 Opsf '+61.Opsf -65 Dpsf � T P CHK BYS.,.SAFFEL
iii T ?F ::DRAWING NO.:.
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• Date:.2015.D4.1G.0g:Mg 0400'..', a+xw arises,
a SHEET' 1 OF.,
.S �,�
21/2.MIN... ;
o EMBED. 1 1/4",MIN. o:
3/4" MIN. N m EMBED •1 LATCH JAMB 1 1 4 x 49 16 'PONOEROSA FINGER JOINTED PINE PINE ' co
EDGE DIST. W _. 9 Y 2 HINGE JAMB i 1 4 x 4 9416 PONEROSA•FINGER JOINTED PINE PINE
3 HEAD JAMB 1 1/4 x 4 6/16
" PONDERSOA FINGER-JOINTED PINE PINE
31 ^z 31 - a•:' 4 .47.X.4" UTT'H GE'1 o' .09 ' HAGER). �•,I �
a' ° •°'< ` `}' 5' 9.X"1" PFH WOOD'SCREW HINGE.TO'. DOOR .m Q
32 ur 32 !' - V) 6 fl—-7—PH
WOOD SCREW'HINGE TO DOOR STEEL.
7 08 PFH'WOOD'.SCREW'W1rH'1:15.MIN. EMB. INTO'SUB-BUCK STEEL '
12.
10 x.2 'PFH'WOOD.SCREW .STEEL ,a .
9 3 18 .IiW'TAPCON' MIN. EMBEDMENT t i'4 INTO`MASONRY STEELLU
10.'ADA.EXL ALUMINUM THRESHOLD (MODEL 6063--T5 '-ALUM.'' LZLI ��ap
11 OUTSWING HIGH DAM THRESHOLD.(11.75-x-5.25
SEE DETAILA SEE DETAIL A. 12 OUTSWING'BUMPER-THRESHOLD (1.0" x 4.625 . O ^ Iq
ON:SHEET 5 ON SHEET 5. 13 COMPRESSION.WEATHERSTRIP.SCHLEGEL O=LON ODS 650 FOAM .1 M
r
18 13.' 18 .13' 14 12 x 3 PFH"WOOD.SCREW, EL' M
15' 09.x 1•PFH WOOD SCREW STEEL
Z
16 FACE SHEET 02 A. .020 -THK:MIN. GALVANIZED STEEL.' STEEL
1T B x 2 PFI D SCREW STEEL'
'18 :TOR RAIL' 1.73"_7_21 ,x 0.021 THK STEEL'.
26 h Z Z 26' j Z Z, 19' BOTTOM RAIL 1.73 x 121 'x'0.021 'THK STEEL
i20' SIDE STILES 1 73 x 121 x 0.021 THK STEEL
16 u3i 16 ri n 21. WOOD LOCK BLOCK 1:67 x 3:0 x 18.75 WOOD Z
o 5022' STRIK&PLATE _ �3
23 MDF BOARD- MDF' O, 2
a 24 0.50"' 1,69" 0 R BO S VINYL 0 O
moo %0 m m: m m '.25..WOOD LOCK BLOCK .- - WOOD O O. j¢ .
,ILII \\ II II \\ -
u�:n :n N; 26 EXPANDED POLYSTYRENE 1.0 to 1.25 lb. DENSITY BY JELD-WEN FOAM
•i•';; n. 0.0D •r!'r:;' n 27 KWIKSET TITAN SERIES LATCH & DEADBOLT' 200 k 660 - - Oc~.� ~'
coo
" " m rn I 1 .;'••; ao m 28 KWIKSET TITAN SERIES LATCH & DEADBOLT 700'. �,y a• �i ;
co w: O.. II II ao p' I II'• 29 LATCH.'SCREWS 8 x 1 l 2 PFH WOOD SCREW STEEL W" �tL
F 0 a 0 a 30 NOT USED. W°0 UO
2'.. 07 0 GD of-I m
c�cD. I 1 taco 7�'�4JI 1 1 31 12X-WOOD'BUCK.. .... WOOD 0 ��
j�¢� Ute.
2.1 4•MAX. COMPRESSION SHIM WOOD y� m;
J J
33J 16-GA. 7/16- CROWN x.2".1 LONGSTAPLES STEEL vY 0 d
W Z `, '0 0, W Z x C7'a .. 0 O
W W ` W W .. 26 16 C ID a
00 •, oo 19
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00 . 26 00
24 10
26
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19 19
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-z 13 12 w EDGE:DIST o m�i rn m p
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ss _ CONCRETF� ,.:: Iyi�
SCALE-'3" =f'-0" -7-
to w a N -0
31 HERMES F.NORERO DAin 12/07/07.
3/4" MIN j 1 1/4 MIN 2 '1/2° MIN. 7 C 'FLORIDA P.E. NO. 73778 .., imb As.NOTED
h"�'1 9 EDGE DIST. .
EDGE DIST. EMBED - _
?t•• 9 'k'_ Owc,art 'EAG.•.
fl T T 3 rr cHx BY:S.. SAFFEL
2 WOOD FRAME'INSTi1LLATIOM SCALlst'9' =1'-0" . 2 CONCRLT6INSTALLATION SCALE.:8i���,islONA � '3e �+ °p SHecrD299OFo5
uo"xa ae
37,:3/4" MAX.,FRAME WIDTH
36" MAX PANEL.WIDTH 32 � '
_32 "0,01 '
>�. ..
21 25 '26 -�
20 €�6L4B 5
17 23 U � ��
/ 8 Z 17J U.
16
18 SEE DETAIL'A / T..
7 \'`l f3 lNtEBLQB ON SHEET s /r� W.ti :1 T ..
/q".. SHIM SPACE ('
-1
11 2" MIN. EMB.: 1 't j2".'MIN: EMB: - '
3 FOOD INSTALLATION SCAL& 8" =!'-0" p o
o
' J
37 3/4" MAX FRAME WIDTH -----�- 38 MAX..PANELVDTH q
36" MAX PANEL WIDTH 32
313222 8 an ®® "" .�® '�oG
21 25 : 26 4 ® ®® 43 N'
2'1/2 MIN �� SEE pETNL'A'' INTERIQR.'28 13 �%/ 2 .�jZa MIN, ®C� �� U 1
EDGE DIST. . ' ON SHEET 5 P EDGE KIST:
t/4' MAX'S HIM SPACE--' ® ®l® ®® .eri
1 1/4 �� I. 1 •1/4" 0'1. �0@ m da..0
II/��� "1 61®$, � •.
MIN• EMBED.. MIN.• EMB, ®. ®® 13 mom
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rB
3 CONCRLTTR INSTALLATION SCALE 3 =f-0 11111N►UlUq�rt o o -o
C 4 HERMES F NORERO' DATE?2 D7 07
0 % FLORIDA P.E. NO.,73778 •.
% 7 �:AS.NOTED
* •' k = _ DWG.
T. Xu
C w1(..st:S SAFFEL
WWINO No.:
fol�G�Ss pNAI Ea2`,, aea UST°ouwxm W_
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SEE.DETAIL A 6"- L !- U3^
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9 1 16" in _ o:o n, o
SEE DETAIL B 1'-0 1/4" SEE,DETAIL,B 2'-2"• D o c�
9 1 16_ • B w2¢..
9 1 /16A 7 9' B 1 0 1•/4" C 7 97 9 oi„m z o
• 2
LU
WHO U
6�{ 6 SEE DETAIL'C:
6=-{ 6-- -'SEE DETAIL C '00 �0V. .
xm .
ANCHORING LOCATIONS ANCHORING LOCATIONS .
B B OUTSWING SINGLE UNIT(XJ, 8'0" OUTSWINC SINGLE•UNIT(XJ
SCALE >/2 1'-O SCALE. 1 2
ALL DOOR MODELS ARE VIEWED /
FROM THE INTERIOR SIDE' $
•. ..
' N
' 00.-0 q-Zo 61.4F
° •O�y HERMES F. NORERO ' DATE 12/07/07
7• FLORIDA P E N0. 73778 - AS'NOTED
8. 7: sW,,.
33' v • T T DWG ex. EAG
DETAIL A DETAIL B IJETA/L C RETAIL D �� '' P ? .�� ' DRAm a N°:.
SCALE 3/8 =1'-0" SCALE.' 8/B" =1'-0' SCALE 3' 1'-0 SCALE;.3"'=1'-0" ��i�S'S1pN �E�G����•'• o OC'99.70.EL
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9&MIA TEDUT/'' XINCE 4.x4af2•GA. /�n 1A A'ALUM/M!M THRESXO•D W ^ _
7 �. .
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SCALE' 6 1'-0 Q SCALE.• 6" =f'-0". [v SCALE-.,6:'
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' >.Z fPER THRESHOLD . . �
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1 3/4"
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•
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;SCALE.•. 6".=f'—o" is cv SCALE 6" =4!-7011 79 SCALE. 6" =1•_0." `�'3SCALE. cB" =>=o' w o
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1'8 3/4"•for'8'-0" DOOR �'
_ Zirm
�---1.1 3/4" FOR 6' 8" DOOR 1 •23/32" �
1 3.1, .
I�
4 1/4"• .� \ 3/16" O-SINK 13
h'. .
. /
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. .•. '. '' .. .' ., DIAc'VARIES';:WITH :.:\\. ./ �,.
HARDWARE USED' �.• � � :.
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SCALE• 6 •=f'-0" . V.
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ALE. 9 1 0"
SCALE- f/4" '1' 0"• o o M o
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�. �. HERMES.E•NORERO' DAM 12 07 07.',
'�:••• ,'�0";," FLORIDA P.F_ N0. 737781.'
-* . . . 7� • * sour:AS NOTED-` •
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Fi
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