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OFFICE OF THE FL# FL14569-Rll
SFCRETARY
Application Type Revision
Code Version 2020
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
Klamath Falls,OR 97601
(800) 535-3936
fbcl@jeld-wen.com
Authorized Signature Rylee Sumner Fricks
fbcl@jeld-wen.com
Technical Representative JELD-WEN Corporate Customer Service
Address/Phone/Email 3737 Lakeport Blvd.
Klamath 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
Validated By National Accreditation&Management Institute
Referenced Standard and Year(of Standard) Standard Year
TAS 201 1994
TAS 202 1994
TAS 203 1994
Equivalence of Product Standards
Certified By Florida Licensed Professional Engineer or Architect
FL14569 Rll Equiv 23549-1 Equivalency of ASTM E84-13a and ASTM
E84-16.pdf
Product Approval Method Method 1 Option A
https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquxTVBjri RcYg%2fDEH W 1 XNZWfxfODTzy2xAndfgt8EPFOQ%3d%3d 1/3
9/1/2021 Florida Building Code Online
Date Submitted 09/29/2020
Date Validated 10/01/2020
Date Pending FBC Approval
Date Approved 10/08/2020
Summary of Products
FL# 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
Approved for use in HVHZ:Yes FL14569 R11 C CAC NI006255-119.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 09/30/2027
Design Pressure: +60/-60 Installation Instructions
Other: Product must be installed per manufacturer FL14569 R11 II 3W0509-03 CONTOUR SWE OS DOOR FULL
instructions as stated on drawing 3W0509-03 LITE SS 2020-09-25.pdf
Verified By: Hermes Norero 73778
Created by Independent Third Party: Yes
Evaluation Reports
FL14569 R11 AE PER6785 SS 2020-09-25.pdf
Created by Independent Third Party: Yes
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 R11 C CAC NI006255.02-114.pdf
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 06/30/2027
Design Pressure: +60/-65 Installation Instructions
Other: FL14569 R11 II 3W0509-04 CONTOUR SWE OS DOOR FULL
LITE SS 2020-09-25.pdf
Verified By: Hermes Norero 73778
Created by Independent Third Party: Yes
Evaluation Reports
FL14569 R11 AE PER6786 SS 2020-09-25.pdf
Created by Independent Third Party: Yes
14569.3 Contours Steel,Wood Edge Full Lite Door,Outswing, 6'-0"x 8'-0"
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL14569 R11 C CAC 1\1I006254-R7.pdf
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 09/30/2027
Design Pressure: +50/-50 Installation Instructions
Other: FL14569 R11 II 3W0509-01 CONTOUR SWE OS FULL LITE
SS 2020-09-25.pdf
Verified By: Hermes Norero 73778
Created by Independent Third Party: Yes
Evaluation Reports
FL14569 R11 AE PER6787 SS 2020-09-25.pdf
Created by Independent Third Party: Yes
14569.4 Contours Steel,Wood Edge Opaque Door, Inswing/Outswing,w/or w/o Impact&Non-
Impact Rated Glazed Sidelites, 12'-0"x 6'-8"
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL14569 R11 C CAC NI012741-R1 NI012741.01-RI.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 04/30/2028
Design Pressure: N/A Installation Instructions
Other: FL14569 R11 II 3W032012FL CONTOUR SWE DOOR SS
2020-09-25.pdf
Verified By: Hermes Norero 73778
Created by Independent Third Party: Yes
Evaluation Reports
FL14569 R11 AE PER6788 SS 2020-09-25.pdf
Created by Independent Third Party: Yes
14569.5 Contours Steel,Wood Edge Opaque Door,Inswing/Outswing,w/or w/o Impact&Non-
Impact Rated Glazed Sidelites,8'-4"x 8'-0"
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL14569 R11 C CAC NI012740-RI.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 04/30/2028
Design Pressure: +45/-45 Installation Instructions
Other: FL14569 R11 II D015858 SWE 8-4-Ox8-0 IS and OS W NI SL
FBC SS 2020-09-25.pdf
Verified By: Hermes Norero 73778
Created by Independent Third Party: Yes
https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquxTVBjri RcYg%2fDEH W 1 XNZWfxfODTzy2xAndfgt8EPFOQ%3d%3d 2/3
9/1/2021 Florida Building Code Online
Evaluation Reports
FL14569 R11 AE PER6789 SS 2020-09-25.pdf
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"
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL14569 R11 C CAC NIO11082-R3.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant: Yes 08/31/2027
Design Pressure: N/A Installation Instructions
Other: FL14569 R11 II D015000 (S-2104) CONTOUR SWE SS
2020-09-25.pdf
Verified By: Hermes Norero 73778
Created by Independent Third Party: Yes
Evaluation Reports
FL14569 R11 AE PER6790 SS 2020-09-25.pdf
Created by Independent Third Party: Yes
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 R11 C CAC NI011096-R3 NI011096.01-R2.pdf
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: Yes 08/31/2027
Design Pressure: N/A Installation Instructions
Other: FL14569 R11 II D015025 (S-2108) SWE 9-0 x 8-0 OS NI SL
SS 2020-09-25.pdf
Verified By: Hermes Norero 73778
Created by Independent Third Party: Yes
Evaluation Reports
FL14569 R11 AE PER6791 SS 2020-09-25.pdf
Created by Independent Third Party: Yes
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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 State 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.,please click here.
Product Approval Accepts:
® Cl ® Kid
Credit Card
Safe
https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquxTVBjri RcYg%2fDEH W 1 XNZWfxfODTzy2xAndfgt8EPFOQ%3d%3d 3/3
JELD-WEN DOOR TABLE 1
INSTALLATION DETAILS HVHZ APPROVED SYSTEMS:0,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 IMPACT/NON-IMPACT GLASS SIDELITES 6
MAX.PANEL WIDTH=36" 6-8 TALL SYSTEMS:
24 GA. OPAQUE DOOR&GLAZED SIDELITES (Xx)(XXO)(OXXO) (x)(Ox0)
UP TO 12'-0"X 6'-8" OUTSWING POSITIVE +60 +65
OUTSWING/INSWING NEGATIVE
GENERAL NOTES
1.THIS PRODUCT IS DESIGNED TO COMPLY WITH CURRENT INTERNATIONAL BUILDING CODE(I.B.C.)&INTERNATIONAL RESIDENTIAL INSWING POSITIVE +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 NEGATIVE
TAS 203-94. PRODUCT ALSO MEETS"HIGH VELOCITY HURRICANE ZONE"(HVHZ)REQUIREMENTS. COMPONENT LIST
2.1X AND 2X WOOD BUCKS BY OTHERS,MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. BUCK MATERIAL ITEM DESCRIPTION MATERIAL QTY.
MUST HAVE A SPECIFIC GRAVITY OF 0.55 OR GREATER. 1 NON-COMPRESSION SHIM(0.25"MAX.THK.) WOOD AS REQ.
2 2x WOOD SUB BUCK(S.G.MUST BE 0.55 OR GREATER) WOOD AS REQ.
3.PRODUCT ANCHOR TYPES AND SPACING ARE SHOWN ON SHEET 7. DIMENSIONS SHOWN FOR ANCHOR SPACING ARE ALWAYS 3 1x WOOD SUB BUCK(S.G.MUST BE 0.55 OR GREATER) WOOD AS REQ.
FROM EDGE OF UNIT FRAME. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 4 #10 WOOD INSTALLATION SCREW W/1 1/2"MIN.EMBEDMENT STEEL AS REQ.
4.THIS DOCUMENT SUPERCEDES OTHER ANCHOR INSTALLATION INSTRUCTIONS 5 3/16"ITW TAPCON ANCHOR W/1 1/4"MIN.EMBEDMENT STEEL AS REQ.
FOR IMPACT RATED DOORS. FOR OTHER IMPORTANT INSTALLATION INSTRUCTIONS,REFER TO JELD-WEN 6 1#10 X 2"PHILLIPS FLATHEAD WOOD SCREW STEEL 3 OR 6
DOCUMENT#JII106(PRE-HUNG EXTERIOR ENTRY DOORS)FOUND ON THE JELD-WEN WEBSITE: 7 #8 X 2"PHILLIPS FLATHEAD WOOD SCREW STEEL AS REQ.
JELD-WEN.COM/PRODUCT-SUPPORT/DOCUMENTS/INSTALLATION-INSTRUCTIONS
8 #9 X 1"PHILLIPS FLATHEAD WOOD SCREW STEEL 21 OR 28
�FLORIDA APPROVED IMPACT RESISTANCE SHUTTERS ARE REQUIRED ON NON-IMPACT 9 1"OVERALL ALUMINUM FRAME IMPACT GLAZING IG BY ODL ALUMINUM 1
GLASS SIDELITES. 10 LOCK SERIES 400 STEEL 1
149"MAX.FRAME 11 DEADBOLT SERIES 780 STEEL 1
6.FOR DESIGN PRESSURE RATINGS,SEE TABLE 1, 37 1/2"MAX. 74"MAX.FRAME
SHEET 1. FRAME TYP. 12 1"OVERALL PLASTIC FRAME NON-IMPACT GLAZING IG BY OD PVC 1
D.L.O. 13 #8 X 1 1/2"PHILLIPS FLATHEAD WOOD SCREW STEEL AS REQ.
7.ALL FASTENERS IN WOOD SHALL SHT.#2
14 FLAT LITE KIT ALUMINUM 1
BE COUNTERSUNK 3/16"DEEP. 15 ADA THRESHOLD JALUMINUM 1
EXAMPLE: 3/16"- F- C) e
OVERHANG
zt W LENGTH CCl) -6 O�
( / CD
C,�w Q *NOTE: PRODUCT HAS NOT BEEN RATED FOR o m m
cog L WATER INFILTRATION. IF AUTHORITY HAVING I A tf b
8.CORE DESIGN: DOOR CORE BY JELD-WEN. Q e i 0 O m rn
JURISDICTION REQUIRES THAT PRODUCT MEETS
00
Z LL ® THIS REQUIREMENT,PRODUCT SHALL BE USED 3 aai
9.FACE SHEETS: 24 GA(0.021"MIN)THICKNESS. co ¢ = WHEN INSTALLED AT LOCATION PROTECTED BY Li V c
GALVANIZED STEEL WITH AVERAGE MINIMUM YIELD z)z w OVERHANG SUCH THAT OVERHANG(OH)RATIO= (D 12 Y
STRENGTH FY(AVE)=40300 PSI. O Cf) Q OH LENGTH - OH HEIGHT IS?1.0 7 = x m o
ACTIVE INACTIVE OVERHANG = z WS M Y a LL
FIXED FIXED RATIO
IMPACT LITE NON-IMPACT LITE = w
SEE SHT.#2 SEE SHT.#2 12-0 X 6-8 ELEVATION > w
DOUBLE DOOR W/FULL 3-0 SIDELITES(OXXO) 0 0 W � ZLn
37 1/2"MAX.O.A. - 0 W Z z
FRAM 75"MAX.FRAME r^75"MAX.FRAME �112 1/2"MAX.FRAME �74"MAX.FRAME w co z
� CnZ
O U
M°D= R O C7 I ��
mew tt r�iw.
� � O CLU O
rog wpao Wz
z 0 It R
e e e e
Z_Li oTv. ® ® ® ® ` 111i11I/ / X vico
n z aH � ON � Cal q J z
LU
ACTIVE ACTIVE ACTIVE ACTIVE ACTIVE I IV • ` i •• Z O O FIXED LFIXED FIXED FIXED FIXED w
OPAQUE FULL LITE . A' O (Da o W
6-0 X 6-8 ELEVATION 6-0 X 6-8 ELEVATION 9-0 X 6-8 ELEVATION N U � Q
3-0 X 6-8 ELEVATION DOUBLE(OX) DOUBLE(XO) TRIPLE(OXO) 7 7 N
SINGLE(X)&(0) = .0 �. : 1/20/2012
Sq
SHEETINDEX �O OF :` Q. E°NONE
SHEET# DESCRIPTION T _ Q 'DP.••: /�/ c.sv:G.LUBBECKE
1 GENERAL NOTES,B.O.M.,ELEVATIONS&ANCHOR LOCATIONS ,
2 OUTSWING INSWING BOX MULLING DETAILS �� � \ ��
CHK.Fo S.SAFFELL
3 GUTSWING VERTICAL AND HORIZONTAL SECTIONS IN WOOD �� • Nc-�\oa t� DRAWING Np:
4 OUTSWING VERT.AND HORIZ.SECTIONS IN MASONRY/CONCRETE Digitally signed by Hermes F Norero // L.N ' 7 `�
5 INSWING VERTICAL AND HORIZONTAL SECTIONS IN WOOD :NO
L"22/20 ADA THRESHOLD ADDED TB Reason:I am approving this document 398 Ip EACH B 338 3W032012FL
6 INSWING VERT.AND HORIZ.SECTIONS IN MASONRY/CONCRETE DATE BY D /f ask p{ 4
7 OUTSWING AND INSWING ANCHORING DETAILS REVISIONS Date:2020.09.26 08:12:12+02'00' FBPE T.0F AUTHORIZATION NO.29578 SHEET 1 of 7
APPLY DAP ALEX PLUS SILICONE
6-#8 X 2" OR EQUIV.BETWEEN
PFH SCREW AT JAMBS BEFORE MULLING
EACH MULLION TYP.
20 1/4"MAX.D.L.O. 21"MAX.D.L.O.
A2
1 132 132
FIXED ACTIVE
d C2 C2
J
ci } a o
oa F_ o
v it v X
V N
1 \\
M
\\ O _a> M �A m rn N N
a p O m u6i
N n y
CO
ODL IMPACT(ALLEN)FULL LITE ODL LIP-LITE NON-IMPACT a
3-0 X 6-8 SHOWN 3-0 X 6-8 SHOWN z ^ E c
Ya LL
5/8"MIN. 1 7/8 INTERIOR
ODL REDISEAL GLASS BITE 1/8"TEMPERED w
FOAM GASKET g 12 SIDE GLASS Lu I.- O
INTERIOR U - z v]
1/8"TEMPERED SIDE p LLI — z
GLASS } Lu p Z O
O Z O
1"MAX. 1 3/4" 1 1/4 1"MAX. O w U` (D
1 i N z
1 N
0.509"AIR SPACE 3/4"AIRSPACE(2)1/8"ANNEALED 1/2"MIN.GLASS p Of OGLASS ODL REDISEAL BITE w 00 a
0.090 PVB FOAM GASKET F p cfl
I NTERLAYER !I // v7 Lu X a
DETAIL 62 CU-D SPACER /
BY SOLUTIA ODL NO� I ETke w p o p
ti ODL IMPACT GLAZING DETAIL X 6 �� j QC7 N C7
F MAX.D.L.O:201/2"X621/2" `� ��,. •. O �/ O CL w z
�� .• E zoo
1/2 MIN. SEALANT d °
BOX SIDELITE MULL YA2 GLASS BIT ;'• N Q �_
MAX.4 UNITS 1/8" TEMPERED GLASS * N
EXAMPLE:OXXO,OXO,OX DOW995 1 DETAIL -0
DAC 1/20/2012
STRUCTURAL _ 20 1/2"MAX D.L.O. WIDTH S A SZ:NONE
SEALANT 62 5/8"MAX D.L.O. HEIGHT OF
)DP'•• K•sr. S.SAFFELL
DETAILA2 0.
1/8" TEMPERED GLASS sj��S o ��
(12) FASTENER LOCATIONS AT EXTERIOR i . P E.NeO�?? 1 DRAWING No.:
DOUBLE-BACK JAMB ATTACHMENT SEALANT � 1A g`F7�LL`S�py \�� 3W032012FL
FBPE CER.EMIT 11ATT.N 29578
1 SHEET 2 OF
1"MIN. 1"MIN. 4 1 2 1"MIN. 1"MIN. 4 1
4
2 s 2 I EXTERIOR
1 1/2"MIN. 1 1/2"MIN.
EMB. EMB.
1 � 1
1 1/2"MIN. 2
EMBED.
1/4"
MAX. 1/8" MAX.
1"MIN
SHIM SHIM
SEE NOTE#7 INTERIOR EXTERIOR SEE NOTE#7 INTERIOR EXTERIOR 1"MIN
ON SHEET 1 ON SHEET 1 OUTSWING OPERATING UNIT
VERTICAL CROSS SECTION
SILL
OUTSWING OPERATING UNIT OUTSWING STATIONARY UNIT
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
1"MIN //
a
15 4 + Z.
[�]0 � � vo
INTERIOR •\ 8 1"MIN. ^a o
3X ae o o m in
j 1 1/2"MIN. f m y °D
1"MIN' EMBED. LL
/ a
m E
4X z o m
/ W� M12 Ya �
HINGE DETAIL EXTERIOR 3 REQ'D 1"MIN. 1"MIN.
STATIONARY UNIT (n
Lu
HORIZONTAL CROSS SECTION w (D p
OUTSWING SHOWN OUTSWING OPERATING UNIT
/ VERTICAL CROSS SECTION w G
ADA SILL w o � n
(n Z
7 2 1 1 2 6 s 0 q z
EXTERIOR NOTES: N ? O
>FOR PLACEMENT OF ITW TAPCON ANCHORS IN 2X BUCK OR - < � N
1X BUCK CONCRETE/MASONRY OPENINGS,SEE SHEET 4 00 j O 0O
/ 2�OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW SECTION _j 0 O z 3:OF HEAD OR JAMB AS LONG AS MINIMUM EMBEDMENT IS w 00 Q z
ACHIEVED. ��1111II/� F 0 io .�
2 1"MIN. / 4 1 2 1"MIN. U) � o ITEM#6,(#10 X 2")ONE SfG T L EtJd
INTERIOR / HINGE AT JOB SITE,CL� EFT IZSJ j d >
// ,•
��� ••
40
4 AT SILL,PLACE ANC F`t I �•QA� .f� Z 00 z
MAXIMUM SUPPORT A • / O < D_ o N
1"MIN. \� 1"MIN. * ' N ] ] N a o
SEE NOTE#7 1/20/2012
4 1 ON SHEET 1 S A
1/4"MAX. 1/4"MAX. ®F Q+ LE:NONE
SHIM SHIM 1 1/2"MIN. oT O ��P`••'• WG�=G.LUBBECKE
1 M MIN. / �`�� CHK.sv: S.SAFFELL
EMBED. EMBED. // S pq \�
OUTSWING LATCH JAMB AT FRAME OUTSWING HINGE JAMB AT FRAME /39 S •• E F. NN�ID. 78 8 DRAWING No.:
39 �.�D,4�NIA A FLVD.,�01�. 338 1W032012FL
HORIZONTAL CROSS SECTION HORIZONTAL CROSS SECTION DD{Q A � }
FBPE CERT. 0 A ION NO. 29578
SHEET 3 OF 7
1"MIN. 1"MIN.
CONCRETE/ 1 1/4"
"MIN. 1"MIN. 1"MIN. 1"MIN. MASONRY 1" .
BY OTHERS TYP. 1
1 1/4" 1 1"MIN. EMB 1"MIN.
MIN. 1"MIN. 1"MIN INTERIOR EXTERIOR .ro
5
EMBED 11/4"MIN. Jr 3 e' •`' S
.:. �..• f'.n. '' S 'a a .mob. EMBED
T _ 2 •.e:w ..Q 6 CONCRETE/ 3
I 2 '• •:d• MASONRY T
CONCRETE/JJ 1 1/4" "a BY OTHERS
I
MASONRY � ) MIN. + ,. .•
BY OTHERS EMBED i � 1 "MIN I MAX.1 SHIM
1/4" EXTERIOR MAX. OUTSWING OPERATING UNIT�
SHIM SHIM EXTERIOR VERTICAL SILL
CROSS SECTION
SEE NOTE#7 OUTS' OPERATING UNIT
INTERIOR SEE NOTE#7 INTERIOR ON SHEET 1 VERTICAL CROSS SECTION
SEE NOTE#7 ON SHEET 1 ON SHEET 1 SEE NOTE#7 OPTIONAL 1"BUCK
ON SHEET 1 INTERIOR EXTERIOR
CONCRETE/ 3 1OUTSWING OPERATING UNIT OUTSWING STATIONARY UNIT \ \ MASONRY
VERTICAL CROSS SECTION VERTICAL CROSS SECTION \. \\ BY OTHERS
HEAD JAMB HEAD JAMB 1 1/4"MIN.
EMBED %� iir iir 5
_ I •d s
d•
• I ! e
8 4X r'M . 5 MIN.
3X F— I 1"MIN 1"MIN 1"MIN a.' ,• \ 0 > ID I-- a-0 m � N N
K
OUTSWING STATIONARY UNIT •d \ a 00
HINGE DETAI \ I VERTICAL CROSS SECTIONLL
I �� `\
3 REO'D ' BOXED SIDELITE SILL 1"MIN. e. ' \� `SEE ITEM#7 Q r '^
V MIN. ON SHEET 1 z
; M x
r, E L LL
I I 1/4"MAX. Y a
SHIM M
1 1/4"
MIN.EMBED W 1.- C9 O
2 OUTSWING OPERATING UNIT o zi
w z
HORIZONTAL CROSS SECTION w p w
I EXTERIOR 1 EMBED OPTIONAL 1"BUCK p U) Z Q
• \ / I �i N�N z u
1"MIN. I ? J O v
"MIN. 5 2
1"MIN. p O ~ O Oz
1 a. •. c 1 1"MIN. V p O }
INTERIOR % -j O z
.• �� p'. 1"MIN. �. W O 0o <O
(
I � } ►►►III///(/ U) Lu X u
1"MIN. ��� EE NOTE#7J /�/ 1"MIN. I O o J w Z
a
1"MIN. ON SHEET 1 5 N v \ SIeY1 •• /// O w l7
"MI S _
I n '• 1 1/4"MAX. ` ..n I 1"MIN. �` ••�\ E •S •• z Q OF a
s
1/4"MAX. 5 SHIM v . ' •• A' 7 O 00 = a F-
1 1 MIN. 1"MIN.
1 1/4"MIN. IY� SHIM EMBED. � = Dr c�
EMBED. I a A 1/20/2012
OUTSWING HINGE JAMB AT FRAME OUTSWING LATCH JAMB AT FRAMEMA�
HORIZONTAL CROSS SECTION HORIZONTAL CROSS SECTION ao —1/4"SHIM i S OF ; Qr ZLE:NONE
NOTES: o _ G.BY:G.LUBBECKE
1 OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM CONCRETE/MASONRY 1 1/2"MIN.
4 O ��P'.�•\��
EMBEDMENT IS ACHIEVED. BY OTHERS EMBED / / CHK.BY: S.SAFFELL
//' S I ME F.N� \, `:` DRAWING No.:
ITEM#6,(#10 X 2")ONE SCREW TO BE INSTALLED IN EACH HINGE AT JOB SITE,CLOSEST TO WEATHERSTRIP. OPTIONAL MASONRY/CONCRETE INSTALL 358�frbD//t{AyyN�IIqq gEnCN F 3�,p57�8 JW032012FL
CROSS SECTION OF HEAD JAMB OR SIDE JAMB FBpE CERT. /1�7Fi9fl)14�flbd NO. 29578
SAT SILL,PLACE ANCHOR IN SILL BASE MATERIAL FOR MAXIMUM SUPPORT. SHEET 4 OF 7
SEE NOTE#7
ON SHEET 1
1"MIN. 1"MIN. 4 1 2 1"MIN. 1"MIN. 4 1 EXTERIOR INTERIOR
EXTERIOR INTERIOR 1 4
2 2 1 4 4
1 1/2"MIN. 1 1/2"MIN.
EMB. EMB.
2 1 1/2"MIN.
1EMBED. EMBED.
MAX. MAX.
SHIM SHIM } 1"MIN
SEE NOTE#7 EXTERIOR INTERIOR SEE NOTE#7 EXTERIOR INTERIOR 1"MIN
1"MIN
ON SHEET 1 ON SHEET 1
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. 15 4
EMBED. SHIM SEE NOTE#7
/ ON SHEET 1 1"MIN.
1"MIN /j/ W ti
1 1/2"MIN. �'Tj0 v o
EXTERIOR �O\ $ EMBED. F�IQ o
/ 3X ae O 0 m In
1"MIN. / c^
m �p� � .y
O J LL
4X
1
/ a
"MIN. 1"MIN. �z E o fa
a �
HINGE DETAIL INSWING OPERATING UNIT
STATIONARY UNIT
INTERIOR 3 REQ'D VERTICAL CROSS SECTION
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INSWING LATCH JAMB AT FRAME INSWING HINGE JAMB AT FRAME �� G```� DRAWING No.:
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HORIZONTAL CROSS SECTION HORIZONTAL CROSS SECTION 39 FBPE CERT.O IA FIAe HbM�A�BLVD.ION10 338 1W032012FL
NO. 29578
SHEET 5 OF 7
CONCRETE/ 1"MIN. 1"MIN.
1"MIN. 1"MIN. 1"MIN. 1"MIN. MASONRY 1"
1"MIN. 1"MIN. 1 1
BY OTHERS TYP. MIN.
1"MIN. 1
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MASONRY-L / %/// /// 1
BY OTHERS / / / \� EMBED / / / 1 •• '+ ' 1/4 // INTERIOR
1/4 MAX.
MAX. // F� 1"MIN 1"MIN SHIM
INSWING OPERATING UNIT
MAX. INTERIOR SHIM VERTICAL CROSS SECTION EXTERIOR
SHIM EXTERIOR SILL SEE NOTE#7
SEE NOTE#7 EXTERIOR INTERIOR ON SHEET 1 INSWING OPERATING UNIT
SEE NOTE#7 ON SHEET 1 INTERIOR VERTICAL CROSS SECTION
ON SHEET 1 SEE NOTE#7 EXTERIOR ON SHEET 1 CONCRETE/ OPTIONAL 1"BUCK
INSWING STATIONARY UNIT
INSWING OPERATING UNIT \ MASONRY 3 1
VERTICAL CROSS SECTION � �� BY OTHERS
VERTICAL CROSS SECTION HEAD JAMB
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NOTES: 4 _ �pP�,� —BY:G.LUBBECKE
10OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM CONCRETE/MASONRY 1 1/2"MIN.
EMBEDMENT IS ACHIEVED. BY OTHERS EMBED 'oj `SS •ME F.NOR �HK.BY` S.SAFFELL
2DITEM#6,(#10 X 2")ONE SCREW TO BE INSTALLED IN EACH HINGE AT JOB SITE,CLOSEST TO WEATHERSTRIP. OPTIONAL MASONRY/CONCRETE INSTALL 3�e�R.DANqII EAR FB 7 FA� S �38 3W032012FL
CROSS SECTION OF HEAD JAMB OR SIDE JAMB FBPE CERT�oF�i7Fib(i�41n NO. 29578
�AT SILL,PLACE ANCHOR IN SILL BASE MATERIAL FOR MAXIMUM SUPPORT. SHEET 6 of 7
NOTE: 37 1/2"MAX. a
1 2 3 4 5 SHIM FOR SUPPORT AT OR NEAR �74"MAX.O.A.FRAME }
O.A.FRAME �
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SCREW FROM ASTRAGAL KIT
o ASTRAGAL KIT �pP �'VV o.BY:G.LUBBECKE
-- 1-BOTTOM ASTRAGAL
1-TOP ASTRAGAL STRIKE PLATE HERMES F.NORERO /p ���``�� cHK.BY' S.SAFFELL
STRIKE PLATE 1 BOTTOM SHOOT 398 E.DAFLONA BEACH BLVD3778 STE. 338 (10)AN Q I ��� DRAWING No.:
DETAIL C7-C7 DETAIL D7-D7 BOLT INSERT PLUG DETAIL D7-D7 DANIA BEACH.FL 33004 / %% 3W032012FL
FBPE CERT. OF AUTHORIZATION NO. 29578 AT ASffi Ira*LI k X
OUTWING OR INSWING OUTWING ONLY INSWING ONLY SHEET 7 of 7