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Code Version 2020 FL# BOCC 14569.6
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FL# Type Manufacturer Validated By Status
PL14569-R11 Revision JELD-WEN National Accreditation&Management Institute Approved
History FL#:FL14569.6 (804)684-5124
Model:Contours Steel,Wood Edge
Description:Opaque Door,Outswing,w/or w/o Sidelite,8'-11"x 6'-8"
Category:Exterior Doors
Subcategory:Swinging Exterior Door Assemblies
*Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary.
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 Slate of Florida.::Privacy Statement::Accessibility Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic 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.,
1 of 2 1/8/21, 14:03
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2 of 2 1/8/21, 14:03
NOTICE OF PRODUCT CERTIFICATION
sEo cE nrtr�,r
Company: JE:LD-W'EN Exterior Doors Certification No.: N1011082-113
3737 Laktsport Drive Certification Date: 05p11/2012
N Klamath Falls,OR 97601 Expiration Date: 08/31/2027
Revision Date: 05/1 V2019
.,' Product: "Energy Saver/Contour"Opaque Wood-Edge Steel Door w/or w/o Sidelite(wood frame)
orD P
Specification: TAS 201/202/203-94
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 w'ww.Namicertification.com. NANII'S Certification Program is accredited b. The American National Standard%Institute(ANSI).
-- -
Inswing (.lazed Design Water Missile Test Report Number
Configuration or or Maximum Pressure Test Impact Drawing Number&
Outswing Opaque Size P(*JNeg Pressure I Rated i Comments
X O/S Opaque 3'2'x 6'10" +661-70 10.0 psf Yes MA-696W I X)7
MaxSingle Panel Svc:3'0"x 6'8
ble. "
' Inwallation Iota s S-2104(1-8)
OX/XO O/S Dour-Opaque 4'5'x 6'10" +661-70 10.0 psf Door-Yes CMA 6%W/v-1997
Max PatteI Size:3'0"x 6'8"
Singlew/Sidelites Sidelite-Glazed Sidelite-No Sidelite DLO:6'x5.3"tlax"TemroenW(iij,,)
Installaorttetail,:S-210411-8t
OXO O/S Door-Opaque 5'l0"x 6'10" +661-70 10.0 psf Door-Yes CTLA-6%W/w-1897
Single w/Sidelites Sidelites- Sidelites-No Max Panel Size: No e
MO:MO:6" 3"x S' (I 1("Tmpepctcd tilasc)
1. Glazed Installation Detail,:S-2104(1-8)
XX O/S Door,-Opaque 6'3"x 610" +57/-57 8.55 psf D(x)rs-Yes C11-A-696w/w'-1897
1)o1lble Max Panel Size:UO"x 6S"
Installer ort Det il.:S-210111 S)1-----
r.. CTLA-696w/w 11897 ....-----
OXXU O/S U(xus-Opaque 8'1 t"x 6' "10 +57/-57 8.55 psf Doors-Yes
Doublew/Sideli tes Sidelites- Sidelites-No Max Pace)Sve•3'0" pe
Sidelite DIP:6"x 5'3"t l I8"Tee mpered Glass)
G1.Vrd Imtellation lkla 1, S-2104(1-8)
I
National Accreditation& Management Institute,IncJ4794 George Washington Memorial flighway/Hayes,VA 23072
Tel:(804)684-5124/Fax:(804)684-5122
N A 1
[AUTHORIZED SIGNATURE:
�- 74.5"MAX. O.A. FRAME WIO1H 70 25 MAX. C.A. FRAME WIDTH
Steel 875- ryP -- -- 725' .75• - ,__ 75'MULL 15.5'MAX OA.
JELD EN
36.625"MAX. O.A. 36'MAX. Y _ 4DEUTE FRAME WIDTH
CONTOURS STEEL DOOR WOOD EDGE - PANEL WIDTH . 0 A. _ ,875" J6"MAX QA. _ "MAX. O A.
6 8 OPAOUf OUTSW/NG IMPACT DOOR UNITS W/ASTRAGAL
PANEL WIDTH --- TYP I« PANEL WIDTH I I~ PANEL WIDTH c--- - p
WITH&_WITHOUT NON-IMPACT SIDELlTES -----------
16"MAX
GENERAL NOTES ®NACTIVE ACTIVE® ® ® ® U p IF)
2 � � v
1. THIS PRODUCT IS DESIGNED TO COMPLY WITH THE CURRENT FLORIDA BUILDING 80. 80. OA. DLL 0, i q Q cv
CODE AND HAS BEEN TESTED IN ACCORDANCE WITH HIGH VELOCITY HURRICANE
ZONE "FIIMZ"REQUIREMENTS. MAX WIDTH 3 4'LU S .-
2. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER O.A. O.A. Q v
LOADS TO THE STRUCTURE. PANEL PANEL 63.125" O ^ a xn
J. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED PER ANCHOR LOCATION HEIGHT HEIGHT MAX Lj ^ J =
DRAWINGS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL e g O.A. � Cn Y CL
DRESSING OR STUCCO. 81.25 51.25" D.L.O.
4. SEE TABLE 1 ON THIS SHEET FOR DESIGN PRESSURE RATINGS. MAX C _ T F C HEIGHT
O.A. A'�,' O.A.
5. THIS PRODUCT A1EE.T� THE WATER REQUIREMENTS FOR "HVHZ"ZONES. SEE FRAME FRAME
THE DESIGN PRESSURE CHART BELOW. HEIGHT HEIGHT
6. DOORS ARE IMPACT RATED AND DO NOT REQUIRE MIAMI-OADE
APPROVED IMPACT RESISTANT SHUTTERS.
7. MIAMI-DADE APPROVED IMPACT RESISTANT SHUTTERS ARE REQUIRED ! W
FOR SIDEUTES
8. SIDELITES ARE AN OPTION AND CAN BE USED IN A SINGLE OR DOUBLE + �Q oc
CONFIGURATION. A SINGLE OUTSWING IMPACT
0.75" J 0.625' A UNIT(�j)W/NON-IMPACT w:
0.625" SIDELlTES VIEWED FROM EXTERIOR a o ti E
RESIDENTIAL INSULATED STEEL DOOR(Common to aN kame condMnsi DOUBLE OUTSWING IMPACT UNIT(XX)
COMPONENT CONSTRUCTIONS 37.75"MAX. O.A. VIEWED FROM EXTERIOR 107'MAX. 0A. FRAME WIDTH 25 o
875' MAX.5- - 75-MULL. 15.5'MAX. O.A. 4 z
Face sheets: 24 go. (0.020") minimum thickness, Galvanized Steel A-525 FRAME WIDTH TYP m w_
BAR TYP SIDEUTE FRAME WIDTH » T za
commercial quality - AKDQ per ASTM 620 with average minimum yield 36.625' A OA. y w o w
strength Fy(ove.)=24,600 psi. .875"TYP. {�36"MAX. O.A. PANEL WIDTH 36'MAX. O.A. _ 14•MAX. OA.
Core design: Door core by JELD-WEN. I PANEL WIDTH �� W/ASTRAGAL PANEL WIDTH I PANEL WIDTH
Door Panel Construction: The active and inactive panels are constructed In o �„
24GA. (0.020'min.) galvanized steel The tote sheet tops and bottoms are ® ® ® ® ® ® m
bent 90-over the top and bottom roils. The top LVL roil measures 1.67" 6"MAX
wide x 1.041"high. The steel bottom roil is roll formed 0.021"galvanized INACTIVE ACTVE m a 5 _
9 9 O.A. D.L.O. �2'A N
steel measuring 1.67"wide x 1.21'high. The sides of the face sheet are 80" 80' / % WIDTH
roll formed onto the LVL latch stile and Ponderosa Pine hinge stile which MAX, MAX.
measure 1.67"x 1.0". The interior cavity is filled with polystyrene. The O.A. O.A. m
face sheets are glued to the door core. PANEL PANEL 63.125"
Fixed Life Const.: The sash is constructed from 24G4 (0.020'min.) galvanized HEIGHT HEIGHT MAX. 0 8 W
steel. The edges of the face sheet are bent 90' over the polystyrene core g 9 0 O.A. o C W W W
and glued to it. The sidelde panels are routed to receive the ODL Lip Lite 81.25" 81.25' D.L.O. `g _
Frames or the optional Trinity Light Frames. (See sheet 7 for glazing MAX. MAX. HEIGHT
details.) The lite frames are sealed w/OSO glazing compound on the OA. -7 D.A. i3 4 Vo o W W W S
exterior. FRAME FRAME x o 0 0 0-
Frame Constructom The frames are constructed from Ponderosa Pine jambs HEIGHT HEIGHT ,'^„c''-
z0000 -_
measuring 1 25'wide x 4.5625"deep. The door and sidelite head jambs
are mortised and butt joined to the side jambs and attached with (3) 16GA.
2"x 7/16"crown wire staples. The units use a standard bump face Pemko _
threshold measuring 4.041"deep x 1.0'high. The threshold is attached to
the frame with 3 16GA. 2'x 7 16"crown wire staples.
DOUBLE OUTSWING IMPACT
A J t zx UNIT(OXXOL/NON-IMPACT
iABtEOFCONTEMS 0.625' 0.75' 0.625" ��
SHT DESCRIPTION _ SINGLE OUTS WING IMPACT UNIT(X) C) SIDELlTES VIEWED FROM EXTERIOR
1 GENERAL NOTES AND TYPICAL ELEVATIONS TABLE 1: VIEWED FROM EXTERIOR S �Q Z ate' 9-11-01
2 VERTICAL CROSS SECTIONS AND BILL OF MATERIALS * z N Z 7 : Prepared By SCALE: N.T.S.
3 HORIZONTAL CROSS SECTIONS DESIGN PRESSURE RAZING-WHERE WATER ..
4 HORIZONTAL CROSS SECTIONS AND NOTES 6 5 C)F. * = DWG. er. JWJ
5 ANCHORING LOCATIONS AND DETAILS SMGLE DOCK UNIT(X,OX,X0.Ox0) +66 psf -70 psf 0 t�� CHI( RY S. SAFFE
6 ANCHORING LOCATIONS AND DETAILS _ W/WO NON-WwACt 5p[UTES �`- (l Il)r• tv `� DRAWING NO.:
7 GLAZING DETAILS D00&E IXXR uNli(xx,OXX,XXO,OXXO) ��i StS e o s % BUILDING DROPS, INC. D015000 (5-21(
8 UNIT COMPONENTS W/WV NON-AIPACI SIDEUTES +57 psf -57 psf 3*1, IA
x �.�r�x Phone: 954-399-8478
1 raps as egprfffVfp!> H0 2ssre Fox. 954-744-4738 SHEET 1 OF 8
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JELD-WEN,INC.
3737 LAKEPORT BLVD.
KLAMATH FALLS.OR. 97601
PH.541.862.3451
SEE NOTE 4 25 19 20 4 52 7 1 15 13 6 5 6 3 20 19 2 SEE NOTE 7
ON SHT. 4 21 4234 ON SHT. 4
0
o �
EXTERIOR EXTERIOR
1.750'MIN. Z M
PANEL iHK. • Z Q 04
• Lu
a' CONCRETE/ Y a
6 MASONRY
/ BY OTHERS
INTERK)R INTERIOR
1 1 W
.75`M Ce • ��\ 51 10 1 17 17 1 10 51 j%/ •a 0.75`MIN. N
)GE DI T. SEE DETAIL 5
ON SHEET 5 SEE DETAIL 5 EDGE DIST.
ON SHEET 5
A c
a 0250•MAX HORIZONTAL CROSS SECTION �1 HORIZONTAL CROSS SECTION n o1,
SHIM LATCH JAMB TO BUCK HINGE JAMB TO BUCK 0.250"MAX. W m oN'c`
1.50'MIN. SHIM s o_
'ONCRETE/ EMBED. 1.50'MIN. N
MASONRY EMBED. $g
1Y OTHERS o
SEE NOTE 1 26 0 e
ON SHT. 4 40 ASTRAGAL THROW BOLTS (2) TOTAL; (1 EACH) a a
17 15 1 7 40 52 7 t t 5 21 4234
X7 RI ft 0.31•DIA x 9.0'LG. AT TOP do BOTTOM K N 5 Y la
INACTI A TIV W
SEE NOTE 26
I SHT. 4 0 z
INTERIOR 10 q a p o
DETAIL Ic
ASTRAGAL TO STILE ATTACHMENT
1.750'MIN / NOTE: MEW FO&NOT I TV{i �
ii N =o=Nv c
PANEL THK F.
�i o
O
SEE DETAIL
SEE NOTE 4 24 1 ON THIS-710 1 1 7 N 7
7� 7 L Prepared By: SSE' N.T.S.
ON SHT4 SHEET S A * Dwc.By JWJ
p0 OF : ` CHK By S. SAFFE
( O HORIZONTAL CROSS SECTION IL3P•' <v��: DRAWNG No.:
AT IMPERIAL ASTRAGAL '�i IS A E K BUILDING DROPS, INC. 0015000 (S-21(
3dj A3,�p�^F� Phone: 954-399-8478
cart tu�dq D9R ho.MIS Fax: 954-744-4738 SKEET 3 of 8
3 SEE NOTE 4 24 44 28 9 4 52 7 1 15 21 42 34 13 6 5 6 3 28 9 44 14 SEE NOTE 1
ON SH7. 4 ON SHT. 4
4 45 38
32 X I R o
SEE NOTE 3 1.750"MIN. o
ON SHT. XT 4 31 RI PANEL THK. 36 17 V m o v�
a
3 ZE[ vir
Lua � �
WM Q
z INTERIOR /
SEE GLAZING // \\
36 � 10 \�� SEE
SHT. 4 23
DETEST /// \�\ 10 SEE NOTE 5 SON SHEE T 4 25 // \�
SEE NOTE 6 29 // �� 25 ON SHT. 4 1 17 17 1 SEE DETAIL 5 \\\ 29 SEEON 3HTr 46
ON SHT. 4 �
SEE DETAIL 5
0.750" ON SHEET 5 ON SHEET 5
0.750` SEE GLAZING
39 39 DETAILS, SHEET 7 $Lao�
HORIZONTAL CROSS SECTION HORIZONTAL CROSS SECTION
AT SIDELITE TO LATCH JAMB AT SIDELITE TO HINGE JAMB m
z
N O
DOTES: CONCRETE/ SEE NOTE 3 �I o
SPACING FOR ITEM 126 THE 110 x I'PFH SCREWS ATTACHING THE IMPERIAL ASTRAGAL TO THE INACTIVE DOOR IS MASONRY 51 19 20 4 31 ON SHT. 4 3 o U"D
AS FOLLOWS: FROM THE 10P DOWN & THE BOTTOM UP: 1.0", 2.5`, 4.0`, 5.5", 13.0", 18.0"& 26.0`. BY OTHERS a � a
SPACING FOR ITEM 123 THE 18 x 1 1/2"PLASCREW IS AS FOLLOWS: SEE GLAZING x
TOP & BOTTOM. HORIZONTALLY, SIDELITE PANEL: 3.0" IN FROM EACH CORNER. 32 36 38 454 DETAILS, SHEET 7 �`5
ON THE SIDES. VERTICALLY, FOR THE SIDELITE PANELS: 3.0", 13.0, 26.0 39.0", 52.0"& 63.0". 4
i. SPACING FOR ITEM 131 THE 16GA x 3/4"BRAD TRIM NAIL ATTACHING THE QUARTER ROUND TO THE SIDELITE AND
ITEM 19 THE 16GA. X 1"BRAD TRIM NAIL ATTACHING THE MULLION CAP TO THE MULLION BAR VERTICALLY, IS AS \ o
FOLLOWS: TOP & BOTTOM HORIZONTALLY (FOR THE 318" QUARTER ROUND): 1.25" IN FROM EACH CORNER WITH \ EXTERIOR N 8 w
(1) NAIL MID-SPAN. • \ W
ON THE SIDES VERTICALLY (FOR BOTH 318"QUARTER ROUND & MULLION CAP) 1.25"FROM EACH END & SIX MORE
EQUALLY SPACED ON THE FIELD. n S v
WHEN ATTACHING THE STRIKE PLATE TO THE JAMB AND BUCK USE ITEM 125, A 18 x 2 1/2"PFH WOOD SCREW. 0.125"MIN. INTERIOR = o o
WHEN ATTACHING THE STRIKE PLATE TO THE JAMB AND SIDELITE JAMB AT THE MUWON USE ITEM 124, A 18 x 2" CLASS THK. z o 0 0 0 _
PFH WOOD SCREW. �\
i. SPACING FOR ITEM 125 THE 18 x 2 1/2"PFH WOOD SCREWS ATTACHING THE JAMBS TOGETHER AT THE MULLION, 'a
IS AS FOLLOWS: 6.0"FROM EACH VERTICAL CORNER WITH (4) MORE SCREWS EQUALLY SPACED ON THE FIELD, SEE NOTE 2 23
THE SIDELITE PANEL IS SECURED INTO THE SIDELITE JAMB W/ITEM 129 SILICONE CAULK ON THREE SIDES AND • / ON SHT. 4 v ^o 0 o c
H LZONTAL CROSS SECTION
N rr��
3/8"QUARTER ROUNDS SECURED WITH ITEM 131 BRAD TRIM NAILS x 3/4'LONG. • \� 4AJ i0 BUCK _ N ^^O N C
WHEN ATTACHING THE HINGE TO THE JAMB AND BUCK USE ITEM 127. A 110 x 2"PFH SCREW, WHEN ATTACHING 0.75"MIN. n• ��� 29 SEE S HT.N01 4E 6
EDGE DIST ON o 0 0 0 c
THE HINGE TO THE JAMB AND SIDELITE JAMB AT THE MULLION USE ITEM 114, A 110 x 1 3/4`PFH WOOD SCREW.
I. SPACING FOR ITEM 149 THE 16 x 1 1/2"PANHEAD SCREW (TRINITY LITEFRAME) IS AS FOLLOWS: t • SEE DETAIL 5„�� 4 S oxre: 9-11
7 -01
SIDELITE LITEFRAME FROM THE TOP DOWN VERTICALLY; 3.25", 18.0625 32.8125", 47.5625"& 62.625 i • ON SHEET 5 N 7 Q Prepared By SCALE N.T.S S.
SIDELITE LITEFRAME TOP & BOTTOM, FROM THE LEFT; ONE (1) SCREW AT 4.4375`. ° * = owc BY JWJ
1. ALTERNATE CONCRETE/MASONRY INSTALLATION ANCHORS OF EQUIVALENT PERFORMANCE CHARACTERISTICS CAN BE 0.250"MAX. 70 8 A OF c„k er. S. SAFFE
USED UPON APPROVAL OF THE ARCHITECT OR ENGINEER OF RECORD FOR THE PROJECT OF INSTALLATION. 1.50"MIN. SHIM �On O LL3P, ;!v�`�� oUwmc ro.
0. USE ITEM 151 WHEN INSTALLING INTO WOOD SUBSTRATE AT HEAD & JAMBS. USE ITEM 125 WHEN INSTALLING INTO EMBED. �i�`S c g �e �` BUILDING DROPS, INC. D015000 (5-21(
MULLIONS. USE ITEM 176 WHEN INSTALLING INTO CONCRETE/MASONRY SUBSTRATE AT SIDELITE SILLS. �+eg ° Phone: 954-399-8478
rsrc ;or.; W.M79 Fox: 954-744-4738 SHEET 4 of 8
74.50 MAX. O.A. FRAME WIDTH I 70.25'MAX. O.A. FRAME WIDTH
SEE DETAIL 2
ON THIS SHT.
—�-� SEE DETAIL 4 4.50" TYP.— — 9.00' ttP. c $
ON THIS SHT. -+
.00" TYP. 3.00" TYP.- 6 00" TYP. V m o
6.58"
6.00" f &00" TYP.r 12,50' 3,00" TYP- --3.00" IYP. 2 cc v
-3.00 TYP. TYP. + SEE DETAIL 4 Z a Q N
III 6 TYP. I I 1 /ON THIS SHT. ly W U.
1 - - - _ 7.375" 3 Y
6 TYF, ` I I I I I I I I I I 7.375" Q
51 51 51 1 Lu r a 2
TYP C' Y a
ttP TYP. 31" 5 — SEE NOTE 5
5 SPACES ON SHEET 4
SPACES 013.85' SEE DETAIL 6
® 13.85' SEE DETAIL 5 ON THIS SHT.
81.25"
ON THIS SHT. — MAX.
/ w 1
MAX. O.A / 25 W
O.A. \ FRAME $ o
1[36
0"
RAME 5.50" I HEI HT _ _ TYP.EIGHT / o25' w <
36.625'
` r
TYP. II TYP. gI o $ o
r
- a a
3.00" TYP- — -3.00" TYP. m a ?
00" TYP. 12.125 3.00" ttP- — -- 7.00' TYP.
TYP. 7.00' ttP. TYP. m
o
� ✓ � 15" MIN.
SEE DETAIL 3 / W
ON THIS SHT. � '-
SINGLE DOOR WITH SIDELITES ANCHOR LOCATIONS
DOUBLE DOOR WITHOUT SIDELITES ANCHOR LOCATIONS VIEWED FROM INTERIOR I x o 0 o c
VIEWED FROM INTERIOR W" °
i6 5125 �\ qt
k\ l
53 SEE NOTE 10
25 16 SEE NOTE ON SHEET 4
14277SHEE7441 � `,` ` � pDL7 -m n ouOO F NTERS(NK FOR INSTALLATIdN ANCHORS•• 6 5.50' 5.50" 124 25 � S000 SEE NOTE � N 7 7Prepared By srue' N.T.S.
4 SHEET 4 v = owc.er JWJ
OOFcNK er S. SAFFE
52 !i (1 II)�, t(i � DRAWING Na.:
ETAIL 2 - HEAD JAMB DETAIL 3 - ® THRESHOLD A! 4 DETAIL 5 Ai 6 � rd E o �� BUILDING DROPS. INC. pp15000 (S-21(
ASTRAGAL STRIKE PLATE ASTRAGAL STRIKE PLATE HINGES TO JAMB & DOOR STRIKE PLATES TO ASTRAGAL STRIKE PLATES TO JAMB ��X a Phone: 954-399-8478
u
Isrc CER tyj ffVfv ws Fax: 954-744-4738 SHEET 5 of 8
i
-- 107,00'MAX. O.A. FRAME WIDTH
I� �I 37 75" MAX. O.A. m
�� . —�yr� FRAME WIDTH p'p
— - -- --
SEE DETAIL 2 —
ui
ON SHEET 5 — - -- 2 0O
4.50" TYP.— 16.41' 1YP. SEE DETAIL 4 W Y U' _
3.00' TY . 00' TYP. 13.41" TYP. ON SHEET 5 3 Q
3.00' .00" TYP. 6.00" TYP. 6.00"� p
CL
TYP.' 00' TYP— 00" TYP, - `-- TYP. SEE DETAIL 4 w 2
6 TYP. - 1 1 I I III III I I I I 7.375" 6 TYR 6 TYP. - - 7'75" ON SHEET 5
51 51 51
_ TYR TYR -
6
5 SEE NOTE 5 5 SPACES
SPACES 31" SPACES 31" 5
® 13.85" — — 25 ON SHEET 4 — ® 13.85 ® 11.54" — —
SEE DETAIL 5
81.25" ON SHEET 5 81.25" SEE DETAIL 6
MAX MAX, ON SHEET 5 %
O.A. \ O.A. \ — — z`
NEf FRAME7 — — 5.50"1 25 — _ HEIGN7 5.50'
31' y[ 31" 3 m�2
' 0
a — IL o o
36.625" 16 36.625" a a
TYP. 16
�I BI TYP
W
3.00" TYP.— 3.00" TYP- 00" TYP. 6.00" 8.58" o
3.00" TYP— — 7.00" TYP. -- 7.00" TIP. TYP. 2
TYR F N
W W=S W
�otyC, �C
o22
-- • _
SEE DETAIL 3 =g o
ON SHEET 5 �LN-LE DOOR WITHOUT SIDELITES ANCHOR LQGATION C
VIEWED FROM INTERIOR
DOUBLE DOOR WITH SIDELITES ANCHOR LOCATIONS o N N
VIEWED FROM INTERIOR
S DATE: 9-1 1--01
N o
7� 7 7 Prepored By SCALE: N.T.S.
D *S _= DWG.BY, JWJ
OF r CHk BY S. S4FFE
C1 lulr ,• � DRAWING NO..
BUILDING DROPS, INC. 0015000 (5-21(
a+bj x Phone: 954-399-8478
A A
_raer cr�br 'Vf No 7nsre _ Fax: 954-744-4738 51+EEt 6 of 8
och
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7 INTERIOR
SEALANT ? ccui
�l r 1l8"TEMPERED GLASS 3 W
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STRUCTURAL w K x
SEALANT , �} �`- � c-, �.c 4
1/8"TEMPERED GLASS
EXTERIOR DETAIL
SEALANT 6'MAX.D.L.O.WIDTH
62 SB"MAX D.L.O.HEIGHT
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JELD-WEN,INC.
3737 LAKEPORT BLVD.
KLAMATH FALLS.OR. 97601
PH.541.882.3451
BUILDING DROPS 398 East Dania Beach Blvd.
Suite 338
A Perfect Solution in Every Drop! Dania Beach, FL 33004
954.399.8478 PH
Certificate of Authorization:29578 954.744.4738 FX
contact@buildingdrops.com
Product Evaluation Report
of
1ELD-WEN, inc.
Contours Steel Door, Wood Edge
6'-8" Opaque Outswing Impact Door Units
With & Without Non-Impact Sidelites
for
Florida Product Approval
Report No. 6796
Current Florida Building Code
Method: 1 -A (Certification)
Category: Exterior Doors
Sub-Category: Swinging Exterior Door Assemblies
Product: Contours Steel Door, Wood Edge
Material: Steel/Wood
Product Dimensions: 107" X 81.25" (Maximum)
Prepared for:
1ELD-WEN, inc.
3737 Lakeport Blvd.
Klamath Falls, OR. 97601 O
.,
Prepared by:
Hermes �. vui eru, P.L. N 7
Florida Professional Engineer#73778 S A OF
Date:04/13/2020 O
Contents:
Evaluation Report Pages 1-3
Hermes F. Norero, P.E.
Florida No. 73778
BUILDING DROPS
A Perfect Solution in Every Drop! Date: 790
0
No:: 6
79
Certificate of Authorization:29578 Report N
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
107" X 81.25" (Maximum)
Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL#73778)for JELD-WEN,inc.
based on Method la 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 D015000, 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 door product complies with
Chapter 16 of the current Florida Building Code and does not require an impact resistant
covering on outswing doors.
4. Non-Impact sidelites do require an impact resistant covering when used in areas requiring
wind borne debris protection to comply with Chapter 16 of the current Florida Building Code.
5. Site conditions that deviate from the details of drawing 0015000 require further engineering
analysis by a licensed engineer or registered architect.
6. See Installation Instructions D015000 for size and design pressure limitations.
Hermes F. Norero, P.E.
Florida No. 73778
Page 2 of 3
BUILDING DROPS
Date: 04/13/2020
A Perfect Solution in Every Drop!
Certificate of Authorization:29578 Report NO: 6790
Certification Agency: 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#CER1773).
Performance Standards: The product described herein has been evaluated 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#:CTLA696W, Report Date: 11/01/2001
TAS Report Engineer of Record: Ramesh Patel, FL P.E. No. 20224
2. Certification Agency
National Accreditation &Management Institute,Inc.
(FBC Organization #CER1773)
3. Component Material Testing of Dylite Expandable Polystyrene by
Intertek Testing Services NA,Inc.
ASTM E84
Report#:3113726SAT-001 R1 Report Date:03/13/2009
Installation:
Refer to Installation Instructions(D015000)for anchor spacing and more details of the installation
requirements.
Design Pressure:
Refer to Installation Instructions(D015000)for design pressures based on size, configuration, and
glass types.
Hermes F. Norero, P.E.
Florida No. 73778
Page 3 of 3