HomeMy WebLinkAboutProduct Approval, -exterior doorsr-
Florida Building Code Online
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Pr od!ict Approval Mend>Product or Aonhcation Search>Application List>Application History>Application Detail
'i FL# FL15505-114
Application Type Affirmation
Code Version 2017
I
Application Status Approved
Comments
I Archived
I Product Manufacturer JELD-WEN
Address/Phone/Email 3737 Lakeport Blvd
j Klamath Falls, OR 97601
(800) 535-3936
fbcl@jeld-wen.com
a
Authorized Signature Rylee Sumner Fricks
fbcl@jeld-wen.com
f
! Technical Representative JELD-WEN Corporate Customer Service
i
j Address/Phone/Email 3737 Lakeport Blvd.
Klamath Falls,OR 97601
�f (800)535-3936
i customerserviceagents@jeld-wen.com
t
Quality Assurance Representative
Address/Phone/Email
� - t
I
Category Exterior Doors
Subcategory Swinging Exterior Door Assemblies
, f
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
❑ Evaluation Report- Hardcopy Received
Florida Engineer or Architect Name who developed the Hermes F. Norero
Evaluation Report
Florida License PE-73778
! Quality Assurance Entity National Accreditation and Management Institute
Quality Assurance Contract Expiration Date 12/31/2022
{ Validated By Locke Bowden P.E.
I ❑ Validation Checklist- Hardcopy Received
i Certificate of Independence FL15505 R4 COI COI JW SS 2015-04-27.pdf
1
Referenced Standard and Year(of Standard) Standard e
Yar
:4 TAS 201 1994
1
TAS 202 1994
i TAS 203 1994
1 Equivalence of Product Standards
htryr rronv.Iloridabuilding.ori...ntQdIOUtQtgHd7_HIJRWFg9a66dpibgrCWIVEYeCRs%21QiADJ8TnZ61sfpXc6z7pQcLyPIP\IzDdXFsvp9liVP74lzZN1XpSBSsKmLFVnSVdK2g°bid%3d17/2;/20196:21:5;PN1]
Florida Buildi%,.Code Online
Certified By
t
Sections from the Code
I
D I affirm that there are no changes in the new Florida Building
Code which affect my product(s)and my product(s) are in
compliance with the new Florida Building Code.
Documentation from approved Evaluation or Validation Entity
O Yes O No O N/A
j
Product Approval Method Method 1 Option D
Date Submitted 06/30/2017
Date Validated 06/30/2017
Date Pending FBC Approval
Date Approved 07/08/2017
Date Revised 04/22/2019
a
I
I
Summary of Products
................. _ _ —... ---------4FL# Model, NumbDescriT — -
.... Number or Name ption
_.._ --- - -- _
15505.1 Contours Steel, Wood Edge Opaque Doors, Outswing/Inswing, w/Glazed Sidelites, 12'-0"x
6'-8"&12'-0"x 8'-0"
Limits of Use Installation Instructions —
,.. Approved for use in HVHZ:Yes -04-1EL1.5505 R4 II D01.3700 SS 201.71.�df 1113
Approved for use outside HVHZ:Yes Verified By: Hermes F. Norero, P.E. Florida P.E. 73778
Impact Resistant:Yes Created by Independent Third Party: Yes j
Design Pressure: N/A Evaluation Reports
Other: See installation instructions D013700 for all qualified FL15505 R4 AE PER4735 SS 2017-04-11.Ddf i
desi n ressure ratin s conff urations &installation details. Created b independent Third Party: Yes
j 15505.2 ^v i Contours Steel, Wood Edge Glazed Doors, Outswing/Inswing,w/Glazed Sidelites, 12'-0"x
j 6-8"&12'-0"x 8'-0" j
w !Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL15505 R4 II D013701 SS 2017-04-11.12df I
{ Approved for use outside HVHZ:Yes Verified By: Hermes F. Norero, P.E. FL PE No. 73778
i Impact Resistant:Yes Created by Independent Third Party: Yes ;
Design Pressure: N/A Evaluation Reports i
9 Other: See Installation instructions D013701 for all qualified FL15505 R4 AE P R47 4 S 017-04-11.Ddf
design pressure ratings,configurations,&installation details. Created by Independent Third Party: Yes
- ........--- - -.....__ .............— --........_.. ----- ..............----—
t
' - !
Contact Us;;2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-467-1824
The State of Florida is an AA EEO employer.Copyright 2007-2013 State of Florida.a. ::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.,please click here.
Product Approval Accepts:
d cru• eCnF^Y
"s
s
Credit Card
i Safe
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II I
hill): ccr.lloridabuildim_.otL...mQdIOUtQtgHdZHIJRWFg9a66dpibgrCWIVEYeCRx%2fQiAD.18TnZ6Ixf'pXc6z7pQcLyPIPMzDdXFsvp9liVP74lzZMXp8BSsKinLFVnSVdK2g9o,d"o3d[7!23/20196:21:53 PM]
L__
398 E.Dania Beach Blvd.
BUILDING DROPS Suite 338
Dania Beach,FL 33004
A Perfect Solution in Every Drop 954.399.8478 PH
t Certificate of Authorization:29578
954.744.4738 FX
contact@buildingdrops.com
April 27, 2015
TO: Whom It May Concern
FROM: Hermes F. Norero, P.E.
Registered Florida Professional Engineer#73778
MANUFACTURER: JELD-WEN, inc.
3737 Lakeport Blvd.
Klamath Falls, OR. 97601
Dear Sir (Madam),
To the best of my knowledge, the above-mentioned product conforms to the current
edition of the Florida Building Code.
Please note that I do not have, nor will I acquire, a financial interest in any company
manufacturing or distributing the product(s)for which the reports are being issued.
I also do not have, nor will I acquire, any financial interest with the Laboratory that
performed the test(s), or with the Engineer witnessing the test(s) and sealing the test
report(s).
Respectfully submitted, ��<<>tii�►�ii
No. 7
* * -
- � '
� /�NAL Digitally signed by Hermes F.Norero,P.E.
(/111111111111% ` Reason:I am approving this document
Date:2015.04.27 20:14:19-04'00'
Hermes F. Norero, P.E.
Florida Registered Professional Engineer#73778
Page 1 of 1
IELD-WEN DOOR SYSTEM TABLE 1
INSTALLATION DETAILS DESIGN PRESSURE RATING:
STEEL 24 GA.WOOD EDGE SIZE QUALIFIES:IMPACT GLAZED OPERABLE PANELS AND SIDELITES
GLAZED DOOR WITH GLAZED SIDELITES MAX.PANEL WIDTH=35 314' 6.8 TALL SYSTEMS: _
UP TO 12'-0"X 6'-8" IXxO)(OXXO) lox)(XO)(OXO)
OUTSWING/INSWING MULLION TYPE LVL BACK TO BACK FJP OR SOLID PINE 1X4 ALUM.TUBE MULLION
MULLION BACK TO QAqKMULLION
GENERAL NOTES DUTSWING POSITIVE +65* +50 +65*
1.THIS PRODUCT IS DESIGNED TO COMPLY WITH CURRENT INTERNATIONAL BUILDING CODE.(I.B.C.)&INTERNATIONAL RESIDENTIAL NEGATIVE -60 -50 -60
CODE(I.R.C.)AND THE CURRENT FLORIDA BUILDING CODES(FBC). PRODUCT HAS BEEN TESTED TO TAS 201-94,TAS 202-94 ANDPOSITIVE +60 + +60*
TAS 203-94. PRODUCT ALSO MEETS"HIGH VELOCITY HURRICANE ZONE"(HVHZ)REQUIREMENTS. INSWING NEGATIVE
-65 -50 -65
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 5.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 WI 1 1/2"MIN.EMBEDMENT STEEL AS REQ.
DOCUMENT#JI1106(INSTALLATION INSTRUCTIONS FOR PRE-HUNG ENTRY DOORS)FOUND ON THE JELD-WEN 5 114'ITW TAPCON W/MIN.1 1/4"MIN.EMBEDMENT STEEL AS REQ.
WEBSITE:JELD-WEN.COMAEARN/RESOURCES/INSTALLATION&FINISHINGA 6 #9 X 2 1/2'PHILLIPS FLATHEAD WOOD SCREW STEEL 20R4_
5.FOR DESIGN PRESSURE RATINGS,SEE TABLE 1,SHEET 1. 148 3/8"MAX.FRAME 7 #8 X 2'PHILLIPS FLATHEAD WOOD SCREW STEEL AS REQ.
IIS--- 8 #9 X 3/4'PHILLIPS FLATHEAD WOOD SCREW STEEL 30 OR 60
6.ALL FASTENERS IN WOOD SHALL I 74'MAX. 37 3/16"MAX. 9 1"O.A.IG IMPACT FRAME GLAZED BY ODL ALUMINUM 1 OR 2
BE COUNTERSUNK 3/16"DEEP. 'Ii"_ D.L.O. FRAME TYP. FRAME TYP. 10 KWIKSET LOCK SERIES 400 STEEL 1
3116°—( I SHT.#
EXAMPLE: ' 11 KWIKSET DEADBOLT SERIES 780 STEEL 1
_ a
J tG NOTE(s):
7.CORE DESIGN:EXPANDED POLYSTYRENE o w C1INSWING PRODUCT MEETS WATER INFILTRATION o v c r^ o+
WITH 1.0 TO 1.25 LBS DENSITY,BY oc
JELD-WEN INC. a0 ow 0 m m ry n
z O e OUTSWING PRODUCT WITH AFCO H-497 ■ o o ua
8.FACE SHEETS.24 GA(0.021'MIN) 3 LL F • THRESHOLDS MEETS WATER INFILTRATION C= °p
THICKNESS.GALVANIZED STEEL Z y REQUIREMENTS ASTM E331-00 @ 9 PSF. Q LL
WITH AVERAGE MINIMUM YIELD _0 O W OUTSWING PRODUCT WITH ENOURA FOB4566A A -u {
STRENGTH FY(AVE)=40.3 KSI. .♦ THRESHOLDS MEETS WATER INFILTRATION K ren E c
1 f REQUIREMENTS ASTM E331-00 CO)8.25 PSF. M o
ACTIVE INACTIVE S d
J FIxED
FIXED
ALL OTHER THRESHOLD RATED FOR 0 PSF.
IMPACT LITE TYP.
SSHT.#3 12-0 X 6-8 ELEVATION
EE
DOUBLE DOOR W1 FULL BACK-TO-BACK 3-0 SIDELITES L ,�
LD
L 74 3/4'MAX.FRAME—1 3(4'MAX.FRAMED,I f�—112 114°MAX FRAME
----I I I I I a� a
a
X a
mmS
z0 11 TYP. N Z Wm
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Z Wd • • rOTYP. • W LA �Q
_ O Digitally signed by Hermes F.Norero,P.E. a Ct IW-
O Reason:l am approving this document OO L7
/ z
Date:2017.04.1110:34:03-04'00' ?,C
5 W
ACTIVE ACTIVE ACTIVE -I
FI%ED FIXED FIXED FIXED AA\AA1111I I/// r 1µW-1,Z., a1. w
f
6-0 X 6-8 ELEVATION 6-0 X 6-8 ELEVATION 9-0 X 6-8 ELEVATION
DOUBLE O X DOUBLE(X,O) TRIPLE(O,X,O) �.O °"iei 12.15.2015
7✓ sc °NONE
SHEET INDEX SHEET# DESCRIPTION 'o T Z D--G.LUBBECKE
SHEET# DESCRIPTION 6 1N WINGVERTI LAND HORIZONTAL SECTIONS IN MOD 01K.-$,$AFFELL
1 GENERAL NOTES B.O.M.&ELEVATIONS 7 1—INO VERTICAL AND HORIZONTAL SECTIONS IN CONCR MASONRY
2 GENERAL NOTES&ELEVATIONS B OUTSVING AND INSWING ANQIORING DETAILS '�'��.w bA. Nd- �,I�
3 OUTSWING INSWING BOX MULLING DETAILS 9 TUBE MULLION ANCHORING DETAILS 398 E.0� C� 1(a,#338 D013701
4 OUTSWING VERTICAL AND HORIZONTAL SECTIONS IN WOOD DANfX/04 ,A[{1% 3004
_5_OUTSWING VERTICAL AND HORIZONTAL SECTIONS LN CONCRET MASONRY FBPE CERT.O UTH.NO.29578 vrer;r 1 of 9
3ELD-WEN DOOR SYSTEM
INSTALLATION DETAILS TABLE 1
STEEL 24 GA.WOOD EDGE DESIGN PRESSURE RATING:
GLAZED DOOR WITH GLAZED SIDELITES SIZE QUALIFIES:IMPACT GLAZED OPERABLE PANELS AND SIDELITES
UP TO 12'-0'X 8'-0" MAX.PANEL WIDTH=35 3/4' 8-0 TALL SYSTEMS:
OUTSWING/INSWING (XXO)(OXX0)(OX)(XO)(OXO)
GENERAL NOTES LVL BACK TO BACK FJP OR SOLID PINE
1.THIS PRODUCT IS DESIGNED TO COMPLY WITH CURRENT INTERNATIONAL BUILDING CODE(I.B.C.)&INTERNATIONAL RESIDENTIAL MULLION TYPE MULLION BACK TO BACK MULLION 1X4 ALUM.TUBE MULLION
CODE(I.R.C.)AND THE CURRENT FLORIDA BUILDING CODES(FBC). PRODUCT HAS BEEN TESTED TO TAS 201-94,TAS 202-94 AND POSITIVE +50 +SD +35
TAS 203-94. PRODUCT ALSO MEETS'HIGH VELOCITY HURRICANE ZONE'(HVHZ)REQUIREMENTS. UTSWING
-50 -
2.1X AND 2X WOOD BUCKS BY OTHERS,MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. BUCK MATERIAL NEGATIVE -50 35POSITIVE +50 +50 +35*
MUST HAVE A SPECIFIC GRAVITY OF 0.55 OR GREATER. INSWING NEGATIVE
- -
3.PRODUCT ANCHOR TYPES AND SPACING ARE SHOWN ON SHEET 5. DIMENSIONS SHOWN FOR ANCHOR SPACING ARE ALWAYSFROM EDGE OF UNIT FRAME.ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. -_----- -- - - _
*
. 4.THIS DOCUMENT SUPERCEDES OTHER ANCHOR INSTALLATION INSTRUCTIONS NOTE(s):
FOR IMPACT RATED DOORS.FOR OTHER IMPORTANT INSTALLATION INSTRUCTIONS,REFER TO JELD-WEN INSWING PRODUCT MEETS WATER INFILTRATION
DOCUMENT#JII106(INSTALLATION INSTRUCTIONS FOR PRE-HUNG ENTRY DOORS)FOUND ON THE JELD-WEN REQUIREMENTS ASTM E331.00 @ 0 PSF.
WEBSITE:JELD-WEN.COM2EARN/RESOURCES/INSTALLATION B FINISHING1.. . OUTSWING PRODUCT WITH AFCO H-497
THRESHOLDS MEETS WATER INFILTRATION
148 3/8'MAX.FRAME
5.FOR DESIGN PRESSURE RATINGS,SEE TABLE 1,SHEET 1. REQUIREMENTS ASTM E331.00 @ 9 PSF.
74'MAX. 37 3/16°MAX. OUTSWING PRODUCT WITH ENDURA FOB4566A
BE COUNTERSUNK 3/16
6.ALL FASTENERS IN WOOD SHALL D.L.O. FRAME TYP._j FRAME TYP. THRESHOLDS MEETS WATER INFILTRATION
3/16'DEEP. I SHT.# REQUIREMENTS ASTM E331-00 @ 8.25 PSF.
EXAMPLE: w ALL OTHER THRESHOLD RATED FOR D PSF.
7.CORE DESIGN:EXPANDED POLYSTYRENE
WITH 1.0 TO 1.25 LBS DENSITY,BY o w 0 / ■
JELD•WEN INC. w 0 00
c ^ M
B.FACE SHEETS:24 GA(0.021'MIN) z z u G m N N
THICKNESS.GALVANIZED STEEL N 3" r= e - ■ o o m m
WITH AVERAGE MINIMUM YIELD ? ai • ■ v
STRENGTH FV(AVE)=40.3 KSI. O w \♦ / K E o %rn dLLIMPACT LITE TYP. FIXED ACTIVE
Li
ACTIVE11 FIXED
SEE SHT.N3 12-0 X B-0 ELEVATION
DOUBLE DOOR WI FULL BACK-TO-BACK 3-0 SIDELITES W
(O,XX,O) 5 z z
74 3/4"MAX.FRAME 1- 74 314'MAX.FRAME-�I I�-112 1l4'MAX.FRAME
II 'q
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ACTIVE ACTIVE \ ~
FIXED FIXED FIXED FIXED \ I i
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6-0 X 8-0 ELEVATION 6-0 X 8-0 ELEVATION 9.0 X 8-0 ELEVATION � �:� //.QO 12.15.2015
DOUBLE(O,X) DOUBLE(X,O) TRIPLE(O,X,O) * ' 7scaa:NONE
T�Qp G.LUBBECKE
H �@RER cm m S.SAFFELL
E} 6A. NO.
398E��C % 30 8338 D013701
DANfRIB� ,t[p13004
FBPE CERT.O UTH.NO.29578 91EET 2 - 9
W 1 I�—ZD 1!2"MAX.D.L.O.�I
`•`��
#8X2"JZ Z •i � #8X2"
PFH SCREW AT PFH SCREW AT
EA H MULLION TYP. EACH MULLION TYP. �\
INACTIVE ACTIVEI ACTIVE ACTIVE SEE SHEET 9 FOR TUBE
MULL INSTALLATION DETAILS D3 D3
A2 T d
J \
co
t1 4.00" 0.125' �\
ODL ALLEN IMPACT
L` 3-0 X 6-8 SHOWN
DETAIL C3
1"X 4"MULLION c v 8
6063.76 ALUM. 00 m N WO
fV
0
• o O m �
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E a '�
n „
9 112"kE..QR0 114"CU-D SPACER
REDISEALAPPLY DAP ALEX PLUS INTERIORTEMPERED GLASS 0112"AIR SPACESILICONE OR EQUIV. LL 0
BETWEEN JAMBS .090"PVB
BEFORE MULLING NTERLAYER BYDOW 995 SILICONE GLUT�518'GLASS_ (D
BITE 18"ANNEALED w Z
DETAIL D3 w S
ODL IMPACT GLAZING DETAIL p 0 rii
MAX.D.L.O:201/2"X 78 518"FOR 8-0 DOORS 0 z
r MAX.D.L.O:20 112"X 62 1/2"FOR 6-8 DOORS 3 z
1lunruT t
F.
12.15.2015
.TALENONE
BOX SIDELITE MULL %RER ER ""`'w'c,Lu88ECKE
MAX.4 UNITS f DETAIL A3 f DETAIL B3 I � � �wS.SAFFELL
EXAMPLE:O,XX,O or O,X,D or O,X FASTENER LOCATIONS FASTENER 398 E.'p DEACH e,`?t338
A2 AT DOUBLE-BACK JAM LOCATIONS AT DANIAd�lF�, 33004 D013701
ATTACHMENT 1"X 4"MULLION FBPE CER �bpJAI It.%NO.29578 6"6n 3 9
SEE NOTE 47
ON SHEET 1
1"MIN. --I— 1",�y(J. 4 1"MIN. ---I^ 1"MIN. — 4 IYTERIOR
1 4
2 2 INTERIOR _ EXTERIOR
3 4
1 1,2"MIN. 1 1/2"MIN. EXTERIOR
E'B, 1 EMB. I 1
—L— 1 IN. _
MIN.
/ ��
EMB. 1/2" EMB. /� //� ��
MAX. MAX.
SHIM 1/8" SHIM
SEE NOTE#7 J INTERIOR EXTERIOR INTERIOR EXTERIOR I.
1"MIN 1-1-MIN
ON SHEET 1 11'MIN —
1-MIN 2
OUTSWING OPERATING UNIT
VERTICAL CROSS SECTION OUTSWING FIXED UNIT
OUTSWING OPERATING UNIT OUTSWING FIXED UNIT AFCO A-117 SILL VERTICAL CROSS SECTION
VERTICAL CROSS SECTION VERTICAL CROSS SECTION MAY BE USED AS FIXED SIDELITE W/ JAMB W/FIXED SEAT
HEAD JAMB SILICONE AT HEAD JAMB BEAD OF SEALANT
1 INTERIOR 3 4 INTERIOR
1 1/2"MIN 4 3 4 EXTERIOR
EMBED. 1/4"h1AX. HINGE DETAIL: /. EXTERIOR
I`SHIM TOP=6 SCREWS(ITEM#8),2 SCREWS(ITEM#6) 11/2'
SEE NOTE#7 CENTER TOP=8 SCREWS(ITEM#8) MIN' 1 112'
ON SHEET 1 CENTER BOTTOM=B SCREWS(ITEM#81 EMB. MIN. _ 5/6°
1"MIN. ��% ` BOTTOM=8 SCREWS(ITEM#8) L EMB' o
G m M N
INTERIOR O 8 q
X 6 2 { 2 • o om :r�i
I a m
1'MIN. 8 2X 1"MIN--- 1'MIN �-- 1°MIN 1-MIN
--I c N
4X OUTSWING OPERATING UNIT OUTSWING OPERATING UNIT q
/ VERTICAL CROSS SECTION VERTICAL CROSS SECTION z E e
AFCO A-496 SILL AFCO H-497 SILL t m m
EXTERIOR MAY BE USED AS FIXED SIDELITE W/ MAY BE USED AS FIXED SIDELITE W1
2 FIXED UNIT BEAD OF SEALANT BEAD OF SEALANT z
HORIZONTAL CROSS SECTION w C�C
OUTSWING SHOWN / z w
INTERIOR J p N
3 4 � 5 a
7 2 11 1 2 OUTSWING OPERATING UNIT EXTERIOR o z
2X 1 EXTERIOR VERTICAL CROSS SECTION 1 1/2" oo a
ENDURA FOB4566A MIN. o 0 0
MAY BE USED AS FIXED SIDELITE W/ EMB. 5/8" =o
BEAD OF SEALANT w z 3
s z
tI>1"MIN. 1"MIN' 2 0 029
.,
INTERIOR NOTES: 1"MIN 1"MIN --I 3L 3 z
1 OPTIONALLY,ANCHOR CAN BE 111111111/ C �"u g
1 1 PLACED IN NARROW SECTION �� $F. li r^ r�-
1°MIN. ��� � 1."MIN. HEAD OR JAMB AS LONG AS MINIMUM ����O� 0
SEE NOTE#7 EMBEDMENT AND EDGE DISTANCE �": •.)'P
I 4 ON SHEET 1 ARE ACHIEVED. 1; 12.15.2015
1/4°MAX. 114°MALILF
7�Y scu:NONE
SHIM SHIM' ITEM#8,(#9 X 2 1YY)TWO SCREWS TO �• ~/ * ' G.LUBBECKE
BE INSTALLED IN TOP HINGE AT JOB T z Dm or:
1 112"MIN. 1 EMBED. SITE,CLOSEST TO WEATHERSTRIP.
G� ou.e+:S.SAFFELL — - -
EMBED. �3S
AT SILL,PLACE ANCHOR BELOW 398 E. 1=14 38
DA1'''�NOd
OUTSWING G LATCH JAMB AT FRAME OUTSWING HINGE JAMB AT FRAME WEATHERSTRIP OR MAYBE PLACED pA� &1FL� �O4 D013701
HORIZONTAL CROSS SECTION HORIZONTAL CROSS SECTION TO THE INTERIOR.
FBPE CERT.&P1AUT14 0.29578 steer 4 9
1 12'MIN. RETEI - 112'MIN. 1 12"MIN.-
1 10"MIN. 1 12'MIN.- --- 1 112"MIN.- NRY "-1"
_ INTERIOR XTERIOR 11/4"� 6'
�J.A
HERS TYP.
1' 1°MIN. MIN. __ 1°MIN.
1114" 1 1IM" INTERIOR EXTERIORexo
3 EMB.
MIN. 1"MIN. MIN. 1'MIN. s.
EMBED EMBED I 5
5 .ro 1 1 °MI 1 114'MINL '
T77- BED irz' EMBED
' . 4 I / 2 C CRETE/ 3
SONRY CMASONRV ONCRETE/ B THERSBY OTHERS 114"/ %/ �/ �/ / �/ �/ 1MAX. INTERIOR
TYPICAL.1/4' // / 1(4` // // // 3 1112'IdIN11?'MIN III--- SHIM EXTERIOR - - - ----
MAX•/ EXTERIOR MAX• - OUTSWING OPERATING UNIT
SHIM SHIM OUTSWING FIXED UNIT
EXTERIOR OUTSWING OP RATING UNI
SEE NOTE#7 SEE NOTE 97 VERTICAL CROSS SECTION SEE NOTE#7
INTERIOR VERTICAL CROSS SECTION
ON SHEET 1 ON SHEET 1 INTERIOR AFCO A-117 SILL AFCO H-497 ON SHEET VERTICAL CROSS SECTION
OPTIONAL 1%BUCK
OU7SWING OPERATING UNIT
OUTSWING FIXED_UNIT
t 114"MIN. VERTICAL CROSS SECTION VERTICAL CROSS SECTION
EMBED.—I HEAD JAMB HEAD JAMB
1/4"MAX INTERIOR EXTERIOR
EXTERIOR INTERIOR EXTERIOR 1/4'MIN.,–
HINGE DETAIL: EMBED ':�jj% %/ 5 OUTS ING FIXED UNIT
TOP=6 SCREWS(ITEM flB),2 SCREWS(ITEM#6) - 5 3 / — VERTIC CROSS SECTION
CENTER=8 SCREWS(ITEM#8) EN RA FOB0666A
1 1/2' W BOTTOM=8 SCREWS(ITEM#8)
' 4
INTERIOR O - •1 1/4°MIN. a v o u1 m
EMB. �I 1'MIN 1'MIN__I O m
0 m � md
• �N\ 1"MIN. 2X _. I .� .. • a O m
112" N: . � _ \ II II CONCRETE( al -^
I I-1 1l2'MW 1 1l2' IN F� F'-� 1 112"M111N I 3 1
I 112'MI MASONRY SEE ITEM +
L SEE NOTE#7 / BY OTHERSO
OUTSWING OPERATING UNIT OUTSWING FIXED UN fi t.7 O n yFIXED UNIT ON SHEET 1 VERTICAL CROSS SECTION VERTICAL CROSS SECTION 1 ;Z ^ -E oHORIZONTAL CROSS SECTION OPTIONAL AFCO A-496 SILL OPTIONAL AFCO A-496 SILL i �^ 2LL.
5 OUTSWING SHOWN 2 5 8 4X
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OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM CONCRETE/ 1 12'MIN. R "� akar:S.SAFFELL
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ITEM#6,(#9 X 2 112')TWO SCREWS TO 8E INSTALLED IN TOP HINGE AT JOB SITE,CLOSEST TO WEATHERSTRIP.BY OTHERS 398 13?AC 10�4330 OPAmwOPTIONAL MASONRY/CONCRETE INSTALL DAxM04 D01371)1
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OPTIONAL MASONRY/CONCRETE INSTALL D013701
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FBPE CER�IrrOpgllf .NO.29578_ 9 of 9
i
BUILDING DROPS 398 E.Dania Beach Blvd.
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, inc.
Impact Steel Wood Edge Steel Inswing/Outswing
6'8" & 8'0" Glazed Door w/ Sidelites
for
Florida Product Approval
Report No. 4734
Current Florida Building Code
Method: I —D (Engineering Evaluation)
Category: Exterior Doors
Sub—Category: Swinging Exterior Door Assemblies
Product: Steel Wood Edge Steel IS/OS Glazed Door w/
Sidelites
Material: Steel/Wood
Product Dimensions: 149"X 80.75"
149"X98.50"
Prepared For:
3-ELD-WEN, arse.
3737 lL,<akepoiI Blvd.
11-3ain ath Falls, OR. 9760.1.
`,�{{{a1I1111�I
F
0 ,
Prepared by: �Q-�••"' �'fi,A '�
Hei-mes F. T�1or pro, P.E. .'r,� . O
Florida Professional Engineer#73778
Date:03/08/2017
= � TT ' >z '
Contents: O ttt
Evaluation Report Pages 1—4 p.'
Digitally signed by Hermes F.Norero,P.E. ',tss/ONA` %```
Reason:I am approving this document /'I
Date:2017.04.11 06:30:56-04'00' Hermes oIUI poo, P.E.
Florida No. 73778
BUILDING DROPS
Date: 03/08/2017
A Perfect Solution in Every Drop Report No,: 4734
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)(d)
Product Name: Steel Wood Edge Steel IS/OS Glazed Door w/Sidelites
Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL#73778)for JELD-WEN,inc.
based on Method 1d of the State of Florida Product Approval, 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 D013701, 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
Chapter 16 of the current Florida Building Code and does not require an impact resistant
covering.
5. Site conditions that deviate from the details of drawing D013701 require further engineering
analysis by a licensed engineer or registered architect.
6. See Installation Instructions D013701 for size and design pressure limitations.
Hermes F. Norero, P.E.
Florida No.73778
Page 2 of 4
BUILDING DROPS
Date: 03/08/2017
A Perfect Solution in Every Drop Report No: 4734
-. Certificate of Authorization:29578
Quality Assurance: The manufacturer has demonstrated compliance of door products in Accordance
with the Florida Building Code and State Rules 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 National Certified Testing Laboratory,Inc.
(FBC Organization#TST1589)
Report#: NCTL-110-11987-1, Report Date:04/06/2009
Report#: NCTL-210-3194-1, Report Date:09/28/2005
Report#: NCTL-210-3195-1, Report Date: 09/28/2005
Report#: NCTL-210-3196-1, Report Date: 09/26/2005
Report#: NCTL-210-3801-1, Report Date:02/03/2012
Report#: NCTL-210-3801-2, Report Date:01/30/2012
Report M SJW2011-070, Report Date:06/03/2011
Report#:SJW2011-072, Report Date:07/11/2011
Report#:SJW2011-073, Report Date:06/29/2011
Report#:SJW2013-208-TAS Report Date: 11/13/2013
2. Product Testing performed by Certified Testing Laboratories
(FBC Organization# TST1577)
Report#:CTLA696W, Report Date: 11/01/2001
Report#:CTLA696WA, Report Date: 10/29/2001
Report#:CTLA-961W, Report Date: 10/23/2002
3. Quality Assurance
National Accreditation and Management Institute
(FBC Organization#:QUA 1789)
4. Material Certification
Miami-Dade County Notice of Acceptance
Eastman Chemical Company
PVB Interlayer
Hermes F. Norero, P.E.
Florida No.73778
Page 3 of 4
i
I
BUILDING DROPS
8/2017
A Perfect Solution in Every Drop Date: 0
in' r Report Noo:: 4734
Certificate of Authorization:29578
Installation: 1. Approved anchor types and substrates areas follows:
Through Frame Installation:
A. For two by(2X)wood buck substrate, use#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 where one by(1X), non-structural,wood bucking is
employed, use 1/4"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 1/4"
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(D013701)for anchor spacing and more details of the installation
requirements.
Design Pressure:
Refer to Installation Instructions(D013701)for design pressures based on size,configuration,and
glass types.
Hermes F. Norero, P.E.
Florida No. 73778
Page 4 of 4
l