HomeMy WebLinkAboutProduct Approval Florida Building Code Online Page 1 of 3
Y
ii
BCIS Home Log In j User Registration Hot Topics Submit Surcharge Stats&Facts j Publications Contact Us BCIS Site Map j Links Search I
F1011L9d �--
�i Product Approval
USER:Public User
Product Approval Menu>Product or Application Search>Application List>Application Detail
F FL# FL12769-R9
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 RECEIVED
Arch ived El
MAY 10 2019
Product Manufacturer ]ELD-WEN
Address/Phone/Email 3737 Lakeport Blvd
Klamath Falls,OR 97601 ,Tt kN ��?C@unit , Permitting
(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.
>-1 Klamath Falls,OR 97601
36
customerservice
a ge nts@jeld-wen.cpm
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
ASTM E330 2002
ASTM E331 2000
TAS 202 1994
Equivalence of Product Standards
Certified By Florida Licensed Professional Engineer or Architect
FL12769 R9 Eauiv ASTM E84 Eouivalencv Letter SS 2017-08-31.odf
Product Approval Method Method 1 Option A
Date Submitted 10/02/2017
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsmFBcODh9X... 5/10/2019
Florida Building Code Online Page 2 of 3
Date Validated 10/30/2017
Date Pending FBC Approval
Date Approved 11/08/2017
Summary of Products
FL# Model,Number or Name Description
12769.1 Contours Steel,Wood Edge Full Lite,Inswing-Door w/or w/out Sidelites,12'-0"x 6'-8"
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL12769 R9 C CAC NI009887-R4 Certificate.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 03/31/2020
Design Pressure:+55/-55 Installation Instructions.
Other: FL12769 R9 II A008730 SS 2013-09-08.pdf
Verified By: Hermes F.Norero Florida PE No.73778
Created by Independent Third Party,:Yes
Evaluation Reports
FL12769 R9 AE PER3791.1 SS 2017-10-25:pdf
Created by Independent Third Party:Yes
12769.2 Contours Steel,Wood Edge Full Lite,Inswing Door,w/or w/out Sidelites, 12'-0"x 6'-8"
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL12769 R9 C CAC NI009887-R4 Certificate.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 03/31/2020
Design Pressure:+66/-66 Installation Instructions
Other: FL12769 R9 II A008730 SS 2013-09-08.odf
Verified By: Hermes F.Norero Florida PE No.73778
Created by Independent Third Party:Yes
Evaluation Reports
FL12769 R9 AE PER3791.1 SS 2017-10-25.13df
Created by Independent Third Party:Yes
12769.3 Contours Steel,Wood Edge Full Lite,Outswing Door,w/or w/out Sidelites,12'-0"x 6'-8"
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL12769 R9 C CAC NI009887-114 Certificate-0f
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:.No 03/31/2020
Design Pressure:+55/-55 Installation Instructions
Other: FL12769 R9 II A008731 SS 2015-10-03.pdf
Verified By: Hermes F.Norero Florida PE No.73778
Created by Independent Third Party:Yes
Evaluation Reports
FL12769 R9 AE PER3792.1 SS 2017-10-25.1)df
Created by Independent Third Party:Yes
12769.4 Contours Steel,Wood Edge Full Lite,Outswing Door,w/or w/out Sidelites,12'-0"x 6'-8"
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL12769 R9 C CAC NI009887-R4 Certificate.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 03/31/2020
Design Pressure:+66/-66 Installation Instructions
Other: FL12769 R9 II A0087312015-10-03.odf
Verified By: Hermes F.Norero Florida PE No.73778
Created by Independent Third Party:Yes
Evaluation Reports
FL12769 R9 AE PER3792.1 SS 2017-10-25.odf
Created by Independent Third Party:Yes
12769.5 Contours Steel,Wood Edge Half Vent Lite Outswing Door,3'-0"x 6'-8"
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL12769 R9 C CAC NIG11489-R1 Certificate.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 01/31/2020
Design Pressure:+55/-55 Installation Instructions
Other: FL12769 R9 II A009078 SS 2013-02-28.odf
Verified By: Hermes F.Norero Florida PE No.73778
Created by Independent Third Party:Yes
Evaluation Reports
FL12769 R9 AE PER3793.1 SS 2017-10-25.odf
Created by Independent Third Party:Yes
12769.6 Contours Steel,Wood Edge Full Lite,Outswing Door,w/or w/out Sidelites,9'-0"x 6'-8"
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL12769 R9 C CAC NI011352-Rl Certificate.odf
Approved-for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 12/31/2020
Design Pressure:+50/-50 Installation Instructions
Other: FL12769 R9 II A008496FL.odf
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsmFBcODh9X... 5/10/2019
Florida Building Code Online Page 3 of 3
Verified By: Hermes F.Norero,P.E.73778
Created by Independent Third Party:Yes
Evaluation Reports
FL12769 R9 AE PER3833.Ddf
Created by Independent Third Party:Yes
Back Kin
Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Coovrlaht 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-recards 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:
® c0leck
Credit Card
Safe
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsniFBeODh9X... 5/10/2019
. l
NAMI NOTICE OF PRODUCT LINE
CERTIFICATION
Certification No.: NI009887-R4 Page 1
Date 05/17/2009
Revision Date: 05/19/20.15
Q !° Certification Program: Structural
r
Company: Jeld-Wen
, ' ?� ► ' Code: J-104-3
The"Notice of Product Line Certification"is valid only when Administrator's Seal is applied to the upper
left hand portion of this form and a certification.labeL.is applied to.the product. This certification seal
represents product conformity to the applicable specification and that all certification criteria have been
satisfied.
The products and systems listed below;are approved for listing in the Directory of Certified Products at
www.NAMICertification.com. Please.review, and advise NAMI immediately if data, as shown requires
corrections.
Company: Je1d-Wen Doors
3737 Lakesport Boulevard
Klamath Falls,OR 97601
Product Line: Jeld-Wen's Contours/Energy'Saver Glazed.Wood Edge Steel Entry
Doors w/Glazed Sidelites
Test Report: NCTL410-11987-1,NCTL-11011988-1 & SJW2009-200
Section 1: General Description of the Products and,Systems under this Certification
1.1 Frame: The frarnie jambs consist of wood with all corners coped and
butted. The head/jamb. corners were fastened with three (4) 16 ga 7/1.6"
crown x 2" long staples per corner. The threshold was attached to the side
jambs with three(3) 16 ga 7/16" x 2 long wire staples and (2) #8 2-1/2"
long screws at each end.
1.2 Door Panel/Sid'elite Construction: Each door panel was constructed from
two(2) face.sheets of 24 gauge(0.021"minimum)galvanized steel and an
internal expanded polystyrene foam core.
1.3 Sidelite Glazing: The overall insulated glass,unit.was comprised of two
(2) 1/8" sheets of clear tempered.glass.
National Accreditation&Management;Institute;Inc..
4794 George Washington Memorial Highwayi.Hayes;VA 23072;
TEL(804);684-5124 'FAX(804)684-5122
Certification No.: NI009887-R4 Page 2
Section 2: Registered Suppliers
2.1 Door Lites: ODL
2.2 Astragal: Endura Ultimate Hurricane
2.3 Sills Endura ZOBL4566/Endura FOB4566A-
Section 3: Additional Supportive Test or Acceptance Data provided. with
Certification Documentation-included:
3.1 Surface Burning Characteristics of Building Materials.,,ASTM E84=08,
Dylite Expandable.Polystyrene,.Iintertek Report Number
3113726SAT-001 Rev:1.
3.2 Standard Test.Methods for Tension Testing of Metallic Materials,
ASTM E8-08,Steel Door Skins,ETC Laboratories,Report No.
ETC-08-056-21686.0.
3.3 Product Evaluation Report.#2948 prepared by Alexis Spyrou, P.E.,
Texas Professional"Engineer#102957,,Dated 07/1.4/2014.
See additional Pages of Certification for Certified+Product Line Matrix(s)and Installation Details. If you
have any questions regarding,this certification,please contact NAMI at(804)684-5.124.
National Accreditation&Management Institute;Inc..
4794 George Washington Memorial Highway;Hayes,VA 23072
TEL(804),684-5124 FAX(804)684-5122
NOTICE OF PRODUCT CERTIFICATION
4, Company: JELD-WEN Doors Certification No.: hII009887-R4 Page 3
3737 Lakesport Boulevard Certification Date: 05/17/2009
Klamath Falls,OR 97601, Expiration Date 03/31/2020
Revision Date: 05/1-9/2015
4
Product: Jeld-Wen's Contour/Energy Saver Glazed Wood Edge Steel Door w/or.w/o Glazed Side-
Lites(w/Wood Frame unless noted)
Specification: ASTM E283-04/E330-02%E331-00
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
NAM
Fs Certified Product,Listin at wwtiv.Namicertiricatidn.com. NAMI's Certification Pro ram-is accredited b The American National Standards Institute ANS
Inswing ,Glazed Design Missile Test Report Number
Configuration or or Maximum Pressure Impact DrawingNumber&.
Outswing Opaque Size: pos/Neg Rated. Comments
X I/S or O/S Glazed 3'2"x"6'10 +55/=55 NO NCTL-110-1:1987-1/1.10-1.1988-1/SJW2009-200/PER2948/W-1694
Max-Tanel Size:3'01'x 67'/Daylight Opening::1'9''x 5'3"
Single w/o"Surface Bolts
lnstallation.Detailsi A008730/A0087 1%AO1 1204
X I/S or O/S: Glazed 3'2"x 6'10 +66/-66 NO NCTL-110,11987-1/110"-1.1988-1/SJ.W2o09-200/PER29481W-1694
Max Panel Size-Y&x 67"%Daylight.Opening:;1'9"x'51311
Single w/Swface,Bolts
Installation,Details: A00873'0/A008731/AO11294
OX/XO I/S orO/S Glazed 6'3"x.6'10" +551-55 NO NCT;L-110-119874/110-1 1988-1/SJW-2009-ZOO/PER2948,AV-1694
Max Panel Size:3'0"x 6'7"/Daylight Opening:,1'9"x 531'
Single"w/S[delite w/o-Surface Bolts'
Installation Details: A008730/A008731/AOl 1294_
OX/XO I/S or O/S Glazed 6137x 6'10" +66/-6.6 NO NCTL-I10-11987471.1.0-11988-1/SJW2009-200/PER2948/W-1694
Max Panel Size:3'0"x 617"/Daylight Opening:1'9"x 5'3"
Single w/Sidelite w/S_urface.Bolts
Installation"Details: k008730/A008731/AOI1294
OXO I/S or O/S. Glazed 9'4"X.6'10" +55/-55 No NCTL-110-11987-1/110=11988=1/SJW2009=200/PER2948/W-1694
Max Panel Size:3'0"x 6'7"/Daylight Opening:1'9"x 5'3"
Single w/Sidelite w/o surface Bolts
Installation,Details:.A008730/A008731/AO 11294
OXO US or O/S Glazed .9'4"x 6'10" +66/=.66 NO NCTL•110-11987-1/110'-1.1988-1ISJW2009-200/PER2948/W71694
Max Panel Size:3'0"x 6'7"/Daylight.Opening:1'9"x 5'3"
Singlew/Sidelite wiSuTface Bolts
Installation Details:,A008739?A008731/AO1129,4
National Accreditation&Management.Institute,Inc./4794 George Washington Memorial Highway/Hayes;VA 123072
Tel`:,(804)684.5124/Fax:'(804)684.5122
NAMI AUTHORIZED SIGNATURE
NOTICE OF PRODUCT CERTIFICATION
<4�� OG� rlcQo Company: JELD-WEN Doors Certification No.: N1009887-R4 Page 4
3737 Lakesport Boulevard Certification Date: 05/17/2009
Klamath Falls,OR 97601 Expiration Date: 03/31/2020
Revision Date: 05/19/2015
t' ? FMK
PRS x; Product: Jeld-Wen's Contour/Energy Saver Glazed Wood Edge Steel Door w/or w/o.Glazed Side-
y� F]€D :.
Lites (W Wood Frame unless noted)
Specification: ASTM E283-04/E330-02/031=00.
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 Listin at www.Namicertification.com. NAMI's'Certification Program is accredited by The American National Standards Institute(ANS
Inswing. Glazed Design Missile Test Report Number
Configuration or or Maximum Pressure Impact, Drawing Number &
Outswing Opaque Size Pos/Neg Rated. Comments
XX I/S or O/S Glazed 67"x 6'10" +55/-55 NO NCTL-110-11:987-1/110-1'1988-1/SJW2009-200/PER2948/W-1694
Max.Panel Size:3'0"x 6'T'/Daylight9
Opening:1' "x 5'3"
Double w/o Surface Bolts
Installatidn Details: A0087301A009731/AO11294
XX I/S or O/S Glazed 6'2"x 61W? +66/-66 No NCTL-110,11987-1/110-1.1988-]iSJW2009-200/PER2948/W-,.1694
Max Panel Size:3'0"x 677Daylight Opening:1'9"x 5'3"
Double w/Surface Bolts
Installation Details: A0081301A6Q8731/AO11294
XXO/OXX I/S or O/S Glazed 9'4"X 6'10" +55/-55 NO NCTL-110-11987-1/110-1198$-IiSIW2009-200/PER2948/W-1694
Double w/Sidelite
Max:Panel Size:3'0".x 67'/Daylight Opening 1'9"x 5'3"
w(o Surface Bolts
Installation Details: A008730/A008731/A01.1294
XXO/OXX I/S Or O/S Glazed 9'4"x 610" +66/-66 No NCTL-110-1.1987-1/110-11988-1/SJW2009-200/PER2948/W-1694
Max Panel Size:3'0":x 6'7"/Daylight Opening:1'9 "x 5'3"
Double w/Sidelite w/Surface Bolts
Installation Details: A008730/A008731/AO11294
OXXO I/S'or O/S Glazed 12'5"x 6'10" +55/-55 No NCTLI 10-1 1987-1/110-119$8-1/SJW2009-200/PER2948/W-1694
Double w/Sdelites
Max Panel Size:3'0"x 677D'aylight'Opening:1'9"x 5'3"
w/o Surface Bolts
Installation Details: A008730/A00873liAO11294
OXXO I/S or O/S Glazed 1215"x 6'10" +66/-66 No NCTL-110-11987-1/110=1.1988-IiSJW2009-200/PER2948/W-1694
Double W/SideliteS Max Panel Size:3'0"x 6'7/Daylight Opening:1'9"x 5'3"
w/Surface Bolts
Installation Details: A008730/A008731/AO11294
National Accreditation&Management.Institute;Inc./4794 George Washington.Memorial Highway/Hayes VA 23072
Tel: (804)684-5124/Fax: (804)684-5122
NAMI AUTHORIZED SIGNATURE:
i JELD-WEN DOOR INSTALLATION DETAILS TABLE 1
CONTOURS PREMIUM STEEL WOOD EDGE DESIGN PRESSURE RATING:
SIZE QUALIFIES:FULL LITE NON-IMPACT ACTIVE PANELS WITH OR WI
12'- O SIDELITE 6
FULL LITE NON-IMPACT MAX.PANEL WIDTH=35.3/4" 6-8 TALL SYSTEMS: (XX)(XXO)(OXXO)(X)(OX)(XO)(OXO)
UP TO 12'-0"X 6''-8-S"' NG GENERAL NOTES WITHOUT WITH SURFACE BOLTS
1.THIS PRODUCT IS DESIGNED TO COMPLY WITH CURRENT INTERNATIONAL BUILDING CODE(I.B.C:)&INTERNATIONAL RESIDENTIAL SURFACE BOLTS: SURFACE BOLTS: AND ODL SMART FRAME
CODE(I.R.C:)AND THE CURRENT FLORIDA BUILDING CODES(FBC),INCLUDING HVHZ AND HAS BEEN EVALUATED IN ACCORDANCE OUTSWING POSITIVE +55 +66 +60
TO TAS 202-94,ASTM E330-02,E283-04,E331-00 AND AAMA 1304-02. NOTE:ODL SMART FRAME IS HVHZ EXEMPT AND ONLY RATED NEGATIVE
FOR WINDZONE 3. -55 66 6
COMPONENT LIST
2.1X AND 2X WOOD BUCKS BY OTHERS AND MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. BUCK ITEM DESCRIPTION MATERIAL_ QTY.
MATERIAL MUST HAVE A SPECIFIC GRAVITY OF 0.55 OR GREATER. 1 NON-COMPRESSION SHIM(0.25"MAX.THK.) WOOD AS REQ:
3.CONCRETE OR MASONRY MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. CONCRETE MATERIAL SHALL 2 2x WOOD SUB BUCK(S:G.MUST BE 0.55 OR GREATER) WOOD AS REQ.
HAVE A MINIMUM Fc OF 3000psi OR MASONRY/CMU SHALL CONFORM TO ASTM C90. 3 1x WOOD SUB BUCK(S.G.MUST BE 0.55 OR GREATER) WOOD AS REQ.
4.PRODUCT ANCHOR TYPES AND SPACING ARE SHOWN ON SHEETS 6&7. DIMENSIONS SHOWN FOR ANCHOR SPACING ARE ALWAYS 4 #10 WOOD INSTALLATION SCREW W/1 1/2"MIN.EMBEDMENT STEEL- AS REQ.
FROM EDGE OF UNIT FRAME. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 5 3/16"[TW TAPCON ANCHOR W/1 1/4"MIN.EMBEDMENT STEEL AS REQ.
5.THIS DOCUMENT SUPERCEDES OTHER ANCHOR INSTALLATION 6 #9 X 2 1/2"PHILLIPS FLATHEAD WOOD SCREW STEEL 2 OR 4
INSTRUCTIONS FOR NON-IMPACT RATED DOORS.FOR OTHER, 149"MAX.FRAME 7 #8 X 2"PHILLIPS FLATHEAD WOOD SCREW STEEL AS REQ.
IMPORTANT INSTALLATION INSTRUCTIONS,REFER TO JELD-WEN 111 112"MAX.FRAME—�{ 37 112"MAX.
DOCUMENT#JI1106(INSTALLATION INSTRUCTIONS FOR D.L,O. I FRAME TYP. 8 1 1- X 314"PHILLIPS FLATHEAD WOOD SCREW STEEL 22 OR 44
PRE-HUNG ENTRY DOORS)FOUND ON,THE JELD-WEN SHT.#3~ I 9 "O.A.IG TNON-IMPACT FRAME 8Y ODL Polypropylene 1 OR 4
WEBSITE:JELD-WEN.COM/6EARN/RESOURCES/ 10 KWIKSELOCK SERIES 400 STEEL 1
INSTALLATION&FINISHINGL 11 KWIKSET DEADBOLT SERIES 780 STEEL 1
MFLORIDA APPROVED SHUTTERS ARE NEEDED F- o r 12 1"O.A.IG NON-IMP.SMART FRAME BY ODL Polypropylene 1 ORA
C Ci f 13: 3/4"O.A.IG NON-IMPACT VENT UNIT BY ODL Polypropylene 1
WHEN IMPACT PROTECTION IS REQUIRED. m w o t- _
s
7p. INTEGRAL.MULL POSTS.&DOUBLE-BACK JAMBS. ro w o !r OVERHANG
ARE.INTERCHANGEABLE.SEE SHEET 3 FOR C) LENGTH I—^I
?LL NOTE: PRODUCT HAS NOT BEEN RATED FOR,
MULLING INSTRUCTIONS. En = 1v * WATER INFILTRATION. IF AUTHORITY HAVING
8. ALL FASTENERS IN WOOD SHALL F JURISDICTION REQUIRES THAT PRODUCT MEETS
BE COUNTERSUNK`3/16"DEEP. O w / THIS REQUIREMENT,PRODUCT SHALL,BE USED 9 a o
EXAMPLE: 3116"� rnAk WHEN INSTALLED AT LOCATION"PROTECTED BY E m rn N ry
+� INACTIVE ACTIVE: OVERHANG SUCH THAT OVERHANG(OH)'RATIO= I z co 6
FIXED FIXED OH LENGTH_OH HEIGHT IS?1.0 = '8' CL CD W
-i DOUBLE BACK F
7�MULL.POST JAMB MULL OVERHANG c�_7 < O '� '� LLn
u�i
SURFACE BOLTS NOT
REQUIRED FOR APPLICATIONS. _ 9 n of
NON-IMPACT LITE REQUIRING OP-55 OR LESS 12-0 X 6-8 ELEVATION o o � E C x
DOUBLE DOOR W/FULL 3-0 SIDELITES(OXXO) Q cn Y a
371!2"MAX.O.A. SEE SHT.#3 �
FRAME TYP. 75"MAX.FRAME 75 MAX.FRAME 112 1%2"MAkTRAME 112 1(2"MAX.FRAME
t . r r _j z
I,W \ Ilk / ULACTfVE
wZZp0 00
ZIJj XNk If 9 cd
ACTIVE ACTIVE ACTIVEJFIXED FIXED. - FIXED FIXED FIXED FIXED FIXED W�... F-
3-0 X 6-8 ELEVATION 6-0 X 6-8(OX) 6-0 X 6-8(XO) 9-0 X 6-8(OXO) 9-0 X 6-8(OOX OR X001 ,,�t t l l fill,, t j p z
SINGLE(X)&(0) _1-74"MAX.FRAME—�I 1-111 1/2"MAX.FRAME--�1 ` S F
Digitally signed by Hermes F Norero,P.E. f 6-0 x 6-8(XX)
`
Reason:I am approving this documento W / \ SURFACE BOLTS NOT p g S
REQUIRED FOR APPLICATIONS 7 _ re.12/20/2012Date:2015.10.03 18:13:39-04'00 f r REQUIRING DP-55 OR LESS
SHEET INDEX 69 Z6.TIVE
/ * *TP
NONE
SHEET# DESCRIPTION 9 T T
U. • we By:G.LUBBECKE
1 GENERAL NOTES B.O.M,&ELEVATIONS FOR 3-0 PANELS&SIDELITES o p: / + 44/
i nix.BY: S.SAFFELL
2 ELEVATIONS FOR 3-0 PANELS AND 1-2 SIDELITESoi, '17 �a `
3 OUTSWING BOX MULLING DETAILS / ' � ` (DRAWING No.:
4 OUTSWING VERTICAL AND HORIZONTAL SECTIONS IN WOOD 39EkwtfLV 'Cii t '. 8
5 OUTSWING VERT.AND HORIZ.SECIIONS IN MASONRY CONCRETE INACTIVE 9-0 X 6-8 INACTNE ACTIVE ( gF]NCFILIF A008731
6 ANCHORING DETAILS (OXXOR XXO)� FIXED
ANCHORING DETAILS FBPE L�t7 T �Lt).29578,SHEET 1 oR 7
105"MAX.FRAME 891/2"MAX.FRAME
89 1/2"MAX.FRAME 74"MAX.FRAME
15 1/2"MAX. 15 112"MAX.
D.L.O. FRAME TYP. FRAME TYP.
SHT.#3
co.= O '� r '` r ti r r
U _I
0
O W ci
\ z� O
�a • •
+ o�
a: y ul
FIXED INACTNE ACTIVE FIXE INACTIVE .ACTIVE FIXE
MULL POST DOUBLE BACK
JAMB MULL
.SURFACE BOLTS NOT
REQUIRED.FOR,,APPLICATI.ONS
REQUIRING DP35ORLESS
\ 8-4 X 6-8 ELEVATION 7-2 X 6-8 ELEVATION,
DOUBLE DOOR W/ 1-2 SIDELITES-(OXXO) DOUBLE DOOR W/ 1-2 SIDELITES(XXO OR OXX)
O > o
A m T N
$o00Ln'
R J IL v
O t
E C v
NONIMPACT LITE37 112"MAX ► of a
SEE SHT,#3 53"MAX.FRAME 53"MAX.FRAME r66 1/2"MAX.FRAME{ OJ FRAME
5�O
H
r 19 5/B"
lol8m7
C3 W MAX.
- x D.L.O. S
z Z d
tp¢ e e •
a • • • i z z
06
a0. �; w x
ul / Jl
r� o
S rV
ACTIVE ACTIVE ACTIVE
I FIXE FIXE IXED FIXE �- s. Lu 0 W
4-2 X 6 8 ELEVATION 4-2.X 6=8 ELEVATION 5=4 X 6-8 ELEVATION 3-0 X 6-8 ELEVATION ����,, S F• ''�I�
DOUBLE(OX) DOUBLE()(0) TRIPLE(OXO) VENT LITE;(X) %� •,.••.! �I o
• O
7 re:12/20/2012
:NONE
BY;G.WBBECKE
k;`. BY: 5 SAFFELL
39 IeFf lk 8 DRA0087MNG :
" fit Q � A008731
FBPE CE�1 T 29578 SH- 2 OF 7
398 East Dania Beach Blvd.
BUILDING DROPS 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
JELD-WEN, inc.
Contours Premium Steel Wood Edge
Full Lite Outswing Door
for
Florida Product Approval
Report No. 3792
Current Florida Building Code
Method: 1 —A (Certification)
Category: Exterior Door Assembly
Sub — Category: Swinging Exterior Door Assemblies
Product: Contours Premium Steel Wood Edge
Full Lite Non-Impact Outswing Door
Material: Wood/24 Ga. Steel
Product Dimensions: 12'-0"x 6'-8"(Maximum)
Prepared For:
JELD-WEN, inc.
3737 Lakeport Bled.
Klamath Falls, OR. 97601
Prepared by: 449t.--
ks,
�Hermes F. Norero, P•E. -�oFlorida Professional Engineer#73778Date: 06/12/15 -oContents: % �Evaluation Report Pages 1 —4 � '•• �G ``�
Digitally signed by Hermes F.Norero,P.E. HVP �e
Reason:I am approving this document FloffdA1Ab%. )3778
Date:2017.10.25 21:11:02-04'00'
� 4
BUILDING DROPS Date: 06/12/15
6^Al
A Perfect Solution in Every Drop Report No: 3792
Certificate of Authorization:29578
Manufacturer: JELD-WEN,Inc.
Product Category: Exterior Door Assembly
Product Sub-Category: Swinging Exterior Door Assemblies
Compliance Method: State Product Approval Method (1)(a)
Product Name: Contours Premium Steel Wood Edge Full Lite Non-Impact Outswing Door
(Non-Impact)
12'-0"x 6'-8"
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, 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 A008731,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 require an impact resistant
covering.
4. Site conditions that deviate from the details of drawing A008731 require further engineering
analysis by a licensed engineer or registered architect.
5. See Installation Instructions A008731 for size and design pressure limitations.
Hermes F. Norero, P.E.
Florida No. 73778
Page 2 of 4
BUILDING DROPS Date: 06/12/15
A Perfect Solution in Every Drop Report No: 3792
Certificate of Authorization:29578
Certification Agency: The manufacturer has demonstrated compliance of manufacturing under a quality
assurance program audited by an approved quality assurance entity&certification
agency through National Accreditation&Management Institute,Inc. (FBC
Organization.# CER1773)
Performance Standards: The product described herein has been tested per:
• TAS 202-94
• ASTM E 330-02
• ASTM E 283-04
• ASTM E 331-00
Referenced Data:
Reports to qualify use of 25 Ga.Steel bottom rail:
1. Product Testing performed by National Certified Testing Laboratory,Inc.
(FBC Organization# TST1589)
Report#: NCTL-110-11987-1, Report Date:04/06/2009
2. Product Testing performed by National Certified Testing Laboratory, Inc.
(FBC Organization# TST1589)
Report#: NCTL-110-11988-1, Report Date:04/06/2009
Reports to qualify use of 1.688"x 1"wood bottom rail:
3. Product Testing performed by Certified Testing Laboratories, Inc.
(FBC Organization#TST1577)
Report#:CTLA718W, Report Date: 11/18/2001
TAS Reports Signed and Sealed by Ramesh Patel, PE#20224
The use of either the 25 Ga.Steel or wood bottom rail is permitted for use with steel door at the design pressures
listed herein.
4. Certification Agency
National Accreditation&Management Institute, Inc.
(FBC Organization#CER1773)
5. Component Material Testing of Dylite Expandable Polystyrene by
Intertek Testing Services NA, Inc.
ASTM E84
Report#:3113726SAT-001 R1 Report Date:03/13/2009
Hermes F. Norero, P.E.
Florida No.73778
Page 3 of 4
9 �
BUILDING DROPS Date: 06/12/15
A Perfect Solution in Every Drop Report No: 3792
Certificate of Authorization:29578
6. Component Material Testing of ODL HP Polypropylene(Spartech PP5330-C13
& BASF HP-Pro) by Testing Evaluation Laboratories,Inc.
ASTM D 1929,ASTM D 2843,ASTM 635,ASTM G26&ASTM D 638
Report#: TEL 013110297-A,B,C,&D Report Date: 12/01/2010
Report#: TEL 013110299-A,B,C,&D Report Date: 12/01/2010
Installation: 1. Approved anchor types and substrates areas follows:
Through Frame Installation:
A. For 2x wood frame substrate, use#10 Wood Screw type installation anchors of sufficient
length to achieve a minimum embedment of 1.50"into the wood frame 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(A008731)for anchor spacing and more details of the installation
requirements.
Design Pressure: Using Surface Bolts:
Design Pressure
Positive 66 PSF
Negative 66 PSF
Without using Surface Bolts:
Design Pressure
Positive 55 PSF
Negative 55 PSF
Installation Methods:
Refer to Installation Instructions (A008731)for installation methods,anchor locations,and more
details of the installation requirements.
Hermes F. Norero, P.E.
Florida No.73778
Page 4 of 4
6-#8 X 2" APPLY DAP ALEX PLUS SILICONE
OR EQUIV.BETWEEN 19 518."MAX.D.L.O.—
PFH.SCREW AT JAMBS BEFORE MULLING
EACH MULLION TYP;
6"MAX.D.L.O.; 21"MAX.D.L.O. O
J
XO
Q
A3
iTl-
1 r
FIXED ACTIVE
B3 B3 B3 B3 0
- J
O
fil
C3
- C3
ODL 3/4"O.A.VENT LITE
r
NON-IMPACT
0
p m Q N N
6"
col
. .0 W
ODL 1"O.A.NON-IMPACT OOL 1"O.A. NON-IMPACT c "
o In `o
1-2 X 6-8 SHOWN 3-0 X-6-8 SHOWN ^ 'o 0
t� Yau
1/8"TEMPERED 5
INTERIOR 1/6"TEMPERED GLASS INTERIOR 314"A.A,
9 SIDE GLASS SIDE 1rG"AIRGAP _ z0
12. INTERIOR. C
SID118"TEMPERED ti 0
110"TEMPERED I— = 0
1 3/4" 1'MAX. 13/4" 1"MAX. 1 BRE SS EXTERIOR,SIDE
Z z
1 L o �
3/4"AIRSPACE 3/4"AIRSPACE- z tO z
318"MIN.GLASS 3/8"MIN.GLASS + w c a
1'3/8° BITE BITE
u to
:DETAIL B3 DETAIL 63 1;j�,%%pytb6lj o z
ODL NON-IMPACT GLAZING DETAIL ODL SMART FRAME Q �I �Alvl �
BOX SIDELITE MULL A3 NON-IMPACT GLAZING Dr4,
• A moi' g Fo
o
'MAX.4 UNITS : O
EXAMPLE:OXXO,OXO,.OX _ 7 * - NONE2012
T T CL wG.er:G.WBBECKE
DETAIL A3 I4—By.- S.SAFFELL.
Oki
(6)FASTENER LOCATIONS AT 39 974' ke"llLV� �,6 DRAWING No.:
DOUBLE-BACK JAMB ATTACHMENT �,,I �LLF3 A008731
FBPE T 29678 sir- 3 6 7
4
1"MIN. � l"MIN. -- 4 Q1 1"MIN. 1"MIN. 4~ Q IQ OPTIONAL .. OUTSWING OPERATING;UNIT
2 2 ` WOOD 7 ,
1 1/2"MIN. 1 1/2"MIN. BOTTOM OPTIONAL ENDURA SILL#FOB 4566A
EMB. 1 EMB. RAIL
1/4" 114" / �_ 1"MIN. 1"MIN. 4 1
MAX. MAX
SHIM 1/8" SHIM 1/8" I 2 \\\
1 1/2"MIN. INTERIOR
NOTE \
SEE NOTE#7 SEE #7 EXTERIOR EMS. t
ON SHEET 1 ON SHEET 1 INTERIOR 1 4 I I EXTERIOR
#8 X 3"PFH FOR 1 4 JI
STRIKE PLATE OUTSWING OPERATING UNI-
INTERIOR VERTICAL CROSS SECTION 114"
EXTERIOR HEAD JAMBMAX. 1 1/2"MIN. 2
SHIM EMBED.
OUTSWING,OPERA77NG UNIT SEE NOTE#7 INTERIOR
W/OPTIONAL SURFACE BOLT ON SHEET 1
VERTICAL CROSS SECTION EXTERIOR �--- 1"MIN --I 1"MIN —�
HEAD JAMB OUTSWING FIXED OR
OUTSWING FIXED UNIT OPERATING UNIT
VERTICAL CROSS SECTION VERTICAL,CROSS SECTION
2' T HEAD JAMB ENDURA ZOBL4566
1112•MPI. ?ra tyAx. HINGE DETAIL::
EMBED: SHIM TOP=6 SCREWS(ITEM#8),2 SCREWS(ITEM#6)
CENTER=8 SCREWS(ITEM#8) M
BOTTOM=8 SCREWS(ITEM#8) o _a `�° m
1•MIN /-SEE NOTE#7 OPTIONAL 'r'~`'' In m �
Y ON SHEET 1 8 WOOD t A o o m tn
f C, 00
OTT
INTERIOR O 6 3 B RAIL
OM `` •`' °;
o
i•MIN. / 8 / 2X _�. ,`INTERIOR k M M � X
4X -. EXTERIOR ". M E L
/. #8 X 3"PFH FOR ��� R M Y 6
STRIKE PLATE
FIXED UNIT w
—_ " z
HORIZONTAL CROSS SECTION ` ` 1 4 4 f \I O
4 1 EXTERIOR. OUTSWING SHOWNui
I
1 J
2 1 2 OUTSWING OPERATING UNIT 2
7 2 p
� OPTIONAL ENDURA SILL#FOB 4566A 1 EMBEDN z p
S oc
p ao 00
_ EXTERIOR10
k II I I w x z
1 1"MIN ---� 1"MIN - 1 0
OUTSWING OPERATING UNIT "
ol W1 OPTIONAL SURFACE BOLT w
Lu
2�1"MIN. 4 1"MINQ2 VERTICAL ^.�rS�1C,TION 0 J w
L\
NLS o m >
INTERIOR / 1 UL> OR PLACEMENT OF ITW TAPCON ANCHORS IN ��'�A�S F•
2X BUCK OR IX BUCK CONCRETE/MASONRY �� \`�' �.••• •. �j G O
1 OPENINGS,SEE SHEET 5 w . o O. N
1"MIN. \� �� 1"MIN. OPTIONALLY,ANCHOR CAN BE PLACED IN m:12/20/2012
SEE NOTE#7 NARROW SECTION OF HEAD OR JAMB AS 7
4 1 ON SHEET 1 LONG AS MINIMUM EMBEDMENT AND EDGE * * •NONE
1/4"MAX. DISTANCE ARE ACHIEVED.
L] U4"MAX. SHIM T T Q' weer G.LUBBECKE
1 1/2"MIN. SHIM 1 192"MIN ITEM#fi,(#9 X 2112")TWO SCREWS TO BE �� cHw sv: S.SAFFELL
INSTALLED IN TOP HINGE AT JOB SITE,
EMBED. EMBED.. ��37 w DAVJINGN".:
CLOSEST TO WEATHERSTRIP. 39 ] I E�CHgF�338
OUTSWING LATCH JAMB AT FRAME OUTS WING HINGE JAMB AT FRAME � �L Q�e A008731
HORIZONTAL CROSS SECTION HORIZONTAL CROSS SECTION 4 AT SILL,PLACE ANCHOR IN SILL
BASE MATERIAL FOR MAXIMUM SUPPORT. FBPE LSI a.29578 sHEEr 4 of 7
CONCRETEIMASONRY 1"MIN. 1'MIN.--{ -- V MIN. 1'MIN. CONCRETE/MASONRY 1"MIN. 1"MIN:
BY OTHERS' 1"MI I BY OTHERS. I
OUTSWING OPERATING UNIT 1"MIN.
1"MIN. 1'MIN: 1'Mw. VERTICAL CROSS SECTION 1-MIN.1"MIN. 1 1/4" 1
5 EMBED 1MIN. 'MIN. 5 OPTIONAL 1X BUCK
MIN. 1'MIN. 1 1/4'
EMBED Q MIN. 4 5
FEMB.
•. � 5 �. 2
MIN" 2, OPTIONAL CONCRET 3
L WOOD MASONRY
2 EMBED % 1 T / 1 f�,•,.; BOTTOM RAIL BYO HERS MAX.
1/q� •%% % % '•.
11,4 1114" / / /� / SHIM
/• /
SHIM 1/8" MAX• ./ EXTERIOR �\ 1// t SEE NOTE#7
SHEET 1 INTERIOR EXTERIOR.
114• / EXTERIOR SHIM.
MAX. SEE NOTE#7 SEE NOTE#7 INTER10 INTERIOR
SHIM INTERIOR ON SHEET 1 ON SHEET 1
OUTSWING FIXED UNIT 118 X 3"PFH FOR
#8'X 3 PFH FOR EXTERIOR STRIKE PLATE OUTSWING OPERATING UNIT
SEE NOTE#7 OUTSWING O ERATING UNIT STRIKE PLATE VERTICAL CROSS SECTION , 'f � )OPTIONAL.ENDURA SILL#FOB 4566A
ON SHEET 1 VERTICAL CROSS SECTION HEAD JAMB EXTERIOR ��
HEAD JAMB INTERIOR !Imm"
�~ OPTIONAL
/ 5 S _ ._..._.,�.._.._Y.�.._.. /rWOOD
1174`MIN. I .I' ��` BOTTOM
EMBED. 5 1 OUTSWING OPERAT/NG UNIT I --"'""-� �� { F'?n`IL
W1 OPTIONAL SURFACE BOLT 1 v4•MIN 0 INTERIOR] /f ` �! _ l
EMBED
114*MAX. VERTICAL CROSS SECTION V s 5 I rEXTERIOR OUTSWING FIXED OR
'sMM . HEAD JAMB J
_ II II OPERATING UNIT
t--•1^MIN --1'MIN-'1 (VERTICAL CROSS SECTION
ENDURA ZOBL4566
r-MIN \ OUTSWING
CROSS SECTION v TING UNIT
i 114"MIN.
1'MIN. EMBED
W1 OPTIONAL SURFACE BOLT
INTERIOR ENDURA ZOBL4565 •• O. •v q v o
I II O rn !o
\. I—1"MIN 1°MIN�'1 'q m 'Oi ry rvl
0 co Ln
1'MIN, \�- 1•M,IN. 2X. \ \ HINGE.DETAIL:. 3 ,� �_, CL ui.Y � c 00
L TOP=6 SCREWS(ITEM#8),2 SCREWS(ITEM#6) v a.
SEE;NOTE#7 CENTER=8 SCREWS ITEM#8 CONCRETE/MASONRY' O
ON SHEET 1 8 ( ) BY OTHERS q •'
FIXED UNIT - m m
BOTTOM.=8 SCREWS(ITEM#8) m m E c x
HORIZONTAL CROSS SECTION / X Q EXTERIOR M Y a
5 OUTSWING SHOWN a
2 6 2X \
5 w z
-2 .� 1"MIN. . 0:.
VIVIIN -.1
Lu
/ EXTERIOR w 4
INTERIOR4 z'w
J'
1"MIN. ( 1 114"MIN., i' �� �a� 0��Fv 1•MIN. SEE ITEM 97 . F u
Q EMBED 1'MIN. ON SHEET 1, Z O z
1'MIN. V 1'MIN. 1/4'MAX. Z ��'p =8
INTERIOR /' 5 2 1 -1_ SHIM X ZI 1W :
w o ¢z
1"MIN. MIN.EMBED -, ti -O
1"MIN. ��, \�S 1"MIN. OUTSWING OPERATING UNIT W
d EE NOTE#7 1•Mw. HORIZONTAL CROSS SECTION Lu
ON SHEET 1 5 1'MIN.
1'MIN. � gF�'1{(D}�'IJI B� VNO 0 � j:
1 1/4"MAX: —I I—
SEE NOTE ��` S F. '��j ? Z
5 SHIM ON SHEET 1 ♦� `� �/
114 MIN. 4 I11MX, �MIN. '1op
-1 114"MIN. SH EMBED. z
F_
EMBED. OO
OUTSWING HINGE JAMB AT FRAME OUTSWING LATCH JAMB AT FRAME 1'MIN. 7 TE:12/20/2012
HORIZONTAL CROSS SECTION HORIZONTAL CROSS SECTION * �'-*
NONE
NOTES: I-114"MAX. -10 T T t c• G.LUBBECKE
OPTIONALLY,ANCHOR CAN BE PLACED IN'NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM SHIM
4 i I{E I�EFjO ouc sw SSAFFELL
EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. CONCRETElMASONRY 1 112^MIN. �� � � ��
BY OTHERS EMBED �?4' DRAMNGN.,
ITEM#6,(#9 X 21/2')TWO SCREWS TO BE INSTALLED IN TOP HINGE AT JOB SITE,CLOSEST TO WEATHERSTRIP. OPTIONAL MASONRY/CONCRETE INSTALL 39� exeH itLV(Z>\ 1, 8 A008731
�AT SILL,PLACE ANCHOR IN SILL BASE MATERIAL FOR MAXIMUM SUPPORT.(NOT USED FOR SINGLE DOOR) CROSS SECTION OF HEAD JAMB OR SIDE JAMB FBPE G�sAf TF��_3Q 29578 s"EET 5 of 7
a:
Q2 (�) 4 5 149"MAX.O.A.FRAME 105"MAX.O.A.FRAME
6"TYP. 6"TYP. co 3"TYP. 3
F,
C
DL
L
JF7
D7 D71 D7 ;D71
21,3,
1, B, 415 f
16 A6 7
uj -j
NOTE. M,
SHIM FOR SUPPORT AT x
OR NEAR EACH ANCHOR X x
LL IL
IS REQUIRED 0 0 2
— 0
Q T
FI
C)
co 'E71
11 E7 E71
12-0:X 6-8 OUTSWING 8-4 X 6-8 OUTSWING to
(60)ANCHOR LOCATIONS (44),ANCHOR LOCATIONS
(FROM EDGE OF FRAME) (FROM EDGEOF FRAME)
—9"TYP.——Y'TYP.— 0
0 r"cn �D
a
d
6"TYP. &ct
V MAX"FRAMF 0. 3!
CL Y T)P.
—112 W"MAX FRAME
LL
6"TYP, 6"TYP.—I a: 6"TYP. 6"TYP.
E, r- x
0 0
_T1
c;
Lu
:13-T jiloi
4 5
4, 5
0 16 A 5
M t7u
W
2 k k I
0 0 DETAIL A6
Z
a: (12)ANCHOR LOCATIONS AT MULL 0 cp CY
0
Z ko
;D POST OR DOUBLE-BACK JAMBS Lq,x u
(3-0 SIDELITES ONLY)
z
ujI 0
rr cnce
—FOP
a.
9-0 X,6-8 OUTSWING, fO 6-0 X 6-8 O.UTSWING
(46)ANCHOR LOCATIONS (32)ANCHOR LOCATIONS o'
(FROM EDGE OF FRAME) (FROM EDGE OF FRAME) 12120/2012
lk -NONE
d.By,,G.WBBECKE
I�EQO aiv ay: S.SAFFELL
39 3 A008731
FSPE 00 .29578 SHEa 6 OF 7
74"MAX.O.A.FRAME 111 1/2"MAX.O.A.FRAME
37112"MAX.O.A.FRAME �-+- Y
1 2 3 4 5 �r �l"'-6„TYP. I � 6"TYP. Imo- 1 _ 6"TYP.--� TYP.~ i6"TYP.---
DI D71 _T L � D7 D7 t
1 I � I I I a I I I I I a
w =i I B I T BLL
I A6
4 5 I I
2 3 � X T-7 X X ONOTE. a I F- I I F
SHIM FOR SUPPORT AT o I I I I a I I I I _ 4
1.0
OR NEAR EACH ANCHOR I I I I I I
IS REQUIRED I IE7TTE
7I — O I E7I I E7 I I o
3-0 X 6-8 OUTSWING I I 1 —
(15)ANCHOR LOCATIONS 4 s 6-0 X 6-8 0UTSVIWING a s 9-0 X 6-8 OUTSWING
SIDELITE/ACTIVE PANEL(FROM EDGE OF FRAME) (32)ANCHOR LOCATIONS.(FROM EDGE OF FRAME) (46)ANCHOR LOCATIONS(FROM EDGE OF FRAME)
15 1/2'
MAX.O:A. 53"MAX.O.A.FRAME 68,112"MAX.O.A.FRAME 89 1/2"MAX'.O.A.FRAME
FRAME 3"TYP. 6"TYP. 3"TYP. I+.3"TYP. 1 6"TYP.--{
3"TYP. _ _
..
_ D7 D7
I Q - - m SO
1 } 1 I I I I _T T 000°D0
x p; � I a I _ n: _ �
¢� I io 1 iD ic� I I I o.
rn
u. I of i v� I v t c^ Y
4 5 a
O O ^ ^ O X
4 5 I
� 4 5 O O I I
P, T _ � I I oa
U
O I O IE7 E7 o
1-2 X 6-8 SIDELITE I 4-2 X 6-8 OUTSWING 5-4 X 6-8 OUTSWING -0 7-2:X 6-8 OUTSWING s a o Pop
(14)ANCHOR LOCATIONS (24)ANCHOR LOCATIONS (30)ANCHOR LOCATIONS Z ° _
6"TYP (38)ANCHOR LOCATIONS ui x u
(FROM EDGE OF FRAME) (FROM EDGE OF FRAME) F s"TYP. (FROM EDGE OF FRAME) (FROM EDGE OF FRAME) 3 0 z
9"TYP. 9`'TYP. 3"TYP,-+-I n �w z
- r6"TYP. —TYP. lllll/ o u3i
3 TY " P. �S F.
1 2-#8XYPFH I� U O.
O v SCREW . ' o z °
o
7 _
1-BOTTOM SHOOT TE:12/20/2012
X X DETAIL B7 BOLT INSERT PLUG * • ; * NONE
T T fY wc.sr::G.LUBBECKE
(12)ANCHOR LOCATIONSa s 1-TOP ASTRAGAL �U
DETAIL C7 . KE I�EF�O !/J CXK.BVt S.SAFFELL
AT ASTRAGAL STRIKE PLATE
(6)ANCHOR LOCATIONS AT MULL DETAIL D7 DETAIL E7 • oaAmNc No.:
POST OR DOUBLE-BACK JAMBS HEADER STRIKE PLATE 39�p EdCHg�V , 8
a s SILL PLUG INSERT I NLF��Qq�� A00873I
1-2 SIDELITES ONLY AT ASTRAGAL AT ASTRAGAL FBPE Ltp T b.29878 -ET 7 of 7