HomeMy WebLinkAboutProduct Approval Florida Building Code Online
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Product Approval
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Product Approval Menu>Product or Application Search>Application List>Application Detail
L5 ' r FL# FL14569-R10
Application Type Revision
Code Version 2017
'> mfrs
Application Status Approved
` *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by
the POC and/or the Commission if-necessary.
aEs
Comments
Archived
Product Manufacturer JELD-WEN
Address/Phone/Email 3737 Lakeport Blvd
�n Klamath Falls,OR 97601
(800)535-3936
fbcl@jeld-wen.com
A. Authorized Signature Rylee Sumner Fricks
r q
fbcl@jeld-wen.com
gA
Technical Representative JELD-WEN Corporate Customer Service
{ � v Address/Phone/Email 3737 Lakeport Blvd.
Klamath Falls, OR 97601
(800) 535-3936
�p customerserviceagents@jeld-wen.com
.p Quality Assurance Representative 9
Address/Phone/Email
Category
Exterior Doors
y, 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
� d TAS 201 1994
1994TAS 202
zyTAS 203 1994
(5 K_X
" Equivalence of Product Standards
0� Certified By Florida Licensed Professional Engineer or Architect
"a
FL14569 R10 Eauiv ASTM E84 Equivalency Letter SS 2017-08-3t.pd
ig
bttp:/hvwNv.foridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquxTVBjriRcYg%2fDEHW IXNZWfxfODTzy2xCj9dWLVGpTgg%3d%3d[10/14/2019 3:47:16 PM]
Florida Building Code Online
Product Approval Method Method 1 Option A
Date Submitted 05/13/2019
} Date Validated 05/15/2019
r
" Date Pending FBC Approval
Date Approved 05/17/2019
Summary of Products
FIL# Model,Number or NameDescription
14569.1 Contours Steel,Wood Edge Full Lite Door,Outswing,6'-0"x 6'-8"
y Limits of Use Certification Agency Certificate
�,
Approved for use in HVHZ:Yes FL14569 R10 A NIO0625 -R9.iLdf
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 R10 II 3W0509-03 Installation.pd
zl instructions as stated on drawing 1W0509-03 Verified By: Hermes Norero 73778
Created by Independent Third Party: Yes
yaw ' Evaluation Reports
FL14569 R10 AE PER3392.(�df
Created by Independent Third Party: Yes
14v(
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 R10 C CAC NI006 5 .0 -R4.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 R10 II 3W0509-04 Installation.0
Verified BY: Hermes Norero 73778 "
Created by Independent Third Party: Yes
Evaluation Reports
FL14569 R10 AE PER3393.12df
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 R10 C CAC NI006254-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 R10 II 1W0509-01 SS 2015-07-0242.df
Verified By: Hermes Norero 73778
Created by Independent Third Party: Yes
Evaluation Reports
FL14569 R10 AE PER3391.pdf
` h Created by Independent Third Party: Yes
u£ 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 R10 C CAC NI012741-R1 NI012741.01-R1.pddf
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 R10 II 3W032012FL Installation.Rdf
Verified By: Hermes Norero 73778 `
Created.by Independent Third Party: Yes
Evaluation Reports
FL14569 R10 AE PER3321.odf
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
3
Approved for use in HVHZ:Yes FL14569 R10 C GAC NI012740-Rl.12df
p , " Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
bttp://www.floridabuilding.org/pr/pr_app_dtl.aspx?parain=wGEVXQwtDquxTVBjriRcYg%2fDEHWIXNZWfxfODTzy2xCj9dWLVGpTgg%3d%3d[IO/14/20193:47:16 PM]
Florida Building Code Online
+� f Impact Resistant:Yes 04/30/2028
�+ Design Pressure: +45/-45 Installation Instructions
Other: FL14569 R10 II JW072012FL Installation.pdf
Verified By: Hermes Norero 73778
r Created by Independent Third Party: Yes
Evaluation Reports
] - , FL14569 R10 AE PER3322.pdf
Created by Independent Third Party: Yes
w, 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
a Approved for use in HVHZ:Yes FL14569 R10 C CAC NI011082-113.12df
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
T` m Impact Resistant:Yes 08/31/2027
Design Pressure: N/A Installation Instructions
£ ' Other: FL14569 R10 II 5-2104 Installation.pdf
Verified By: Hermes Norero 73778
Created by Independent Third Party: Yes
y x Evaluation Reports
FL14569 R10 AE PER3398.pdf
Created by Independent Third Party: Yes
14569.7Contours 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 R10 C CAC NI011096-R3 NI011096.01-R2.pd
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 R10 II S-2108-01.pdf
� x Verified By: Hermes Norero 73778
` Created by Independent Third Party: Yes
a ¢`` Evaluation Reports
Ate' FL14569 R10 AE PER3832.12df
Created by Independent Third Party: Yes
Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824
y x
� .•, The State of Florida is an AA/EEO employer.Coovriaht 2007-2013 Stale 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
s
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),
t+ x
s
Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.F.S.must provide the Department with an email address if they have one.The emails
t 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:
� f
s
4
Credit Card
Safe
securityA
http://wNvw.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquxTVBjriRcYg%2fDEHWIXNZWfxfl)DTry2xCj9dWLVGpTgg%3d%3d[10/I4/20193:47:16 PM]
BUILDING DROPS 398 E.Dania Beach.Blvd
16\
A Perfect Solution in Every Drop! Suite 338
Dania Beach, FL 33004
-Certificate of Authorization:29578 954.399.8478 PH
. 954.744.4738 FX
contact@buildingdrops.com
August 24,2017
TO: Whom It May Concern
FROM: Hermes F. Norero, P.E.
Registered Florida Professional Engineer#73778
MANUFACTURER: Jeld-Wen
3737 Lakeport Blvd.
Klamath Falls,OR 97601
This document shall serve to state that Jeld-Wen products tested in accordance with ASTM E84-05 as per the 5th Edition
Florida Building Code shall be qualified for the requirements of the 611 Edition Florida Building Code.
The testing on the products complies with the requirements specified within the ASTM E84-13 standard,as required by
the 61h Edition Florida Building Code.This standard is listed under Chapter 35 of the current Florida Building Code and
titled "Standard Test Method for Surface Burning Characteristics of Building Materials".
ASTM E84-13 has been reviewed and determined to be technically equivalent to ASTM E84-05.All test results meet or
exceed requirements of the 6th Edition Florida Building Code.
Respectfully submitted,
7
4� Digitally signed by Hermes F.Norero,P.E.
'�I�rrrrrrif,lft��� Reason:I am approving this document
Date:2017.08.3109:51:27-04'00'
Hermes Norero, P.E.
Florida Registered Professional Engineer#73778
Certification of Independence:
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 this report is being
issued.Also,I do not have nor will I acquire a financial interest in any other entity involved in the approval process of the listed
product(s).
Page 1 of 1
NOTICE OF PRODUCT CERTIFICATION
:C
w cc� ?? Company: JELD-WEN Doors Certification No.: NI011061-R1
w fr a 3737 Lakeport Drive Certification Date: 04/17/2012
Klamath Falls,OR 97601 Expiration Date: 04/30/2020
Revision Date: 10/27/2014
}
Product: 24 Ga. Steel Wood Edge Impact Rated Opaque Doors w/&w/o Impact& Non-Impact
Rated Glazed Sidelites (w/wood frame unless specified)
al
ay
°` �R�filED PH4�4,Y
' Specification: TAS 201-94/202-94/203-94
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 www.Namicertification.com. NAMI's Certification Program is accredited by The American National Standards Institute(ANSI).
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 Opaque 612"x 8'2" +45/45 psf Yes NCTL-210-3801-1/FL 1803
Double Max Panel Size:3'0"x 8'0"
Installation Details:JW072012FL
Qualifies Configurations:X/XX
XX O/S Opaque 612"x 8'1" +45/45 psf Yes NCTL-210-3801-I/FL 1803
Double Max Panel Size:3'0"x 8'0"
Installation Details:JW072012FL
Qualifies Configurations:X/XX
OXXO I/S Door-Opaque 8'9"X 8'2" +45/45 psf Door-Yes ATI-65888.01-301-18//NCTL-210-3801-1/CTLA 697WA/FL 1803
Max Panel Size:3'0"x 8'0"/Daylight Opening:7"x 67'
Double w/Sidelites Sidelite-Glazed Sidelite-No Glazing:IG-1/8"Tempered
w/LVL DB Jamb Mullions
Installation Details:JW072012FL
Qualifies Configurations:O/X/XO/OX/OXO/XX/XXO/OXX/OXXO
OXXO O/S Door-Opaque 819"X 8'1 +45/45 psf Door-Yes ATI-65888.01-301-18/75771.01-301-18/NCTL-210-3801-1/CTLA 697WA/FL 1803
Max Panel Size:3'0"x 8'0"/Daylight Opening:7"x 67'
Double w/Sidelites Sidelite-Glazed Sidelite-No Glazing:IG-1/8"Tempered
w/LVL DB Jamb Mullions
Installation Details:JW072012FL
Qualifies Configurations:O/X/XO/OX/OXO/XX/XXO/OXX/OXXO
National Accreditation & Management Institute,Inc./4794 George Washington Memorial Highway/Hayes,VA 23072
Tel: (804)684-5124/Fax:.(804)684-5122
NAMI AUTHORIZED SIGNATURE:
JELD-WEN DOOR TABLE 1
INSTALLATION DETAILS HVHZ APPROVED SYSTEMS:0.X.00,XO or OX,OXO.000.OXX or XXO.OXXO.000 W1 BOXED SIDELITES
CONTOURS STEEL DOOR,WOOD EDGE SIZE QUALIFIES:OPAQUE ACTIVE PANELS AND NON-IMPACT GLASS SIDELITES 5
24 GA.OPAQUE DOOR&GLAZED SIDELITE MAX.PANEL WIDTH=36' TALL SYSTEMS:
UP TO 8'-4"X 8'-0" (X)(oxoO))(XX)(XXO)(oxxo)
OUTSWING POSITIVE +45
OUTSWINGANSWING GENERAL NOTES NEGATIVE
1.THIS PRODUCT IS DESIGNED TO COMPLY WITH CURRENT INTERNATIONAL BUILDING CODE(LB.C.)&INTERNATIONAL RESIDENTIAL INSWING POSITIVE +45
CODE(I.R.C.)AND THE CURRENT FLORIDA BUILDING CODES(FBC). PRODUCT HAS BEEN TESTED TO TAS 201-94,TAS 202-94 AND NEGATIVE _
45*
TAS 203-94. PRODUCT ALSO MEETS"HIGH VELOCITY HURRICANE ZONE"(HVHZ)REQUIREMENTS.
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 7. 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 4 #10 WOOD INSTALLATION SCREW W/1 1/2"MIN.EMBEDMENT STEEL AS REQ.
INSTALLATION INSTRUCTIONS,REFER TO JELD-WEN 105"MAX.FRAME
DOCUMENT#JII106(PRE-HUNG EXTERIOR ENTRY DOORS) 15 1/2" MAX.FRAME 5 3/16"ITW TAPCON ANCHOR W/1 1/4"MIN.EMBEDMENT STEEL AS REQ.
FOUND ON THE JELD-WEN WEBSITE: FRAME TYP MAX._ 74" 6 #9 X 2 1/2"PHILLIPS FLATHEAD WOOD SCREW STEEL 4 OR B
JELD-WEN.COM/PRODUCTSUPPORT/DOCUMENTS/ D.L.O. 7 #8 X 2"PHILLIPS FLATHEAD WOOD SCREW STEEL AS REQ.
INSTALLATION-INSTRUCTIONS SHT.#2 _ _ 8 #9 X 1"PHILLIPS FLATHEAD WOOD SCREW I STEEL 128 OR 56
5. FLORIDA APPROVED IMPACT RESISTANCE SHUTTERS ARE :J 9 "OVERALL PLASTIC FRAME NON-IMPACT GLAZING IG BY ODL PVC 1
REQUIRED ON NON-IMPACT GLASS SIDELITES. "Y' . ° 10 KWIKSET LOCK SERIES 400 STEEL 1
11 KWIKSET DEADBOLT SERIES 780 STEEL 1
6.FOR DESIGN PRESSURE RATINGS,SEE TABLE 1,SHEET 1. ' I (I
i- o
7.ALL FASTENERS IN WOOD SHALL BE COUNTERSUNK V oo(=.7 0 i • 4
3/16"DEEP. EXAMPLE: 31116--41m w w
rn rr 11 OVERHANG
;`{(}Lr-1}-'`/}�tJ S Z�w ~ ,l I _; 1 I•,• �I LENGTH p v
z = t -- --•a ' I' *NOTE: PRODUCT HAS NOT BEEN RATED FOR �r > v o
0 w C,
N 3 rn ^^�7{{ X70 WATER INFILTRATION. IF AUTHORITY HAVING I p m N
B.CORE DESIGN:EXPANDED POLYSTYRENE WITH 1.0 TO 1.25 LBS j z €1 �I i' t JURISDICTION REQUIRES THAT PRODUCT MEETS I O m
DENSITY,BY JELD-WEN INC. THIS REQUIREMENT.PRODUCT SHALL BE USED
J[ WHEN INSTALLED AT LOCATION PROTECTED BY = S @ LL N
9.FACE SHEETS:24 GA(0.021"MIN)THICKNESS.GALVANIZED STEEL ACTIVE INACTIVE OVERHANG SUCH THAT OVERHANG(OH)RATIO= w F
W/AVG.MIN.YIELD STRENGTH FY(AVE)=40300 PSI. IxED'. \ IxEDI) OH LENGTH_OH HEIGHT IS g 1.0 m E o
IMPACT RATED NON IN ACT 8-4 X 8-0 ELEVATION OVERHANG ¢ m S2 a "
OPAQUE PANEL SIDELI E SEE DOUBLE DOOR W/1'-4 SIDELITES(OXXO) 0.
w
FRAME TYP. SHT.# �I 53"MAX.FRAME i� �{ 53"MAX.FRAME i+ i-68 1/2"MAX.FRAME-�{ I�-74"MAX.FRAME o o WUJI
151/2 I I I I I I I LU
MAX ....._ ...._.__. ._ .. .._ - o z
. 1.�.-firr rte-,„ ,
PAM a j FRAME � 1�4 �:,.R � I � I � ��� �I Jp ....® :t�d 'L�.vl ® i 0
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ACTIVE I IIXED FIXED ?CINE ACTIVE \i.IxED j IXED % ACTIVE ACTVE '� INACTIVE ZOO IK
ELEVATION 1-4PINGLE
ELEVATION 4-2 X 8-0 ELEVATION 4-2 X 8-0'ELEVATION 5- X 8-0 ELEVATIO ��
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SINGLE(X) (0) DOUBLE(OX) DOUBLE(XO) TRIPLE(OXO) ``� � S F,;70 .1e N
.......
\ - p Dare:1/20/2012
NONE
SHEET INDEX * ? * = ma BY:G.LUBBECKE
SHEET# DESCRIPTION
1 GENERAL NOTES B.O.M.,ELEVATIONS&ANCHOR LOCATIONS
2 OUTSWING INSWING BOX MULLING DETAILS aK eY:S.SAFFELL
3 OUTSWING VERTICAL AND HORIZONTAL SECTIONS IN WOOD Digitally signed by Hermes F.Norero,P.E.
� fNwtWW Nw:
4 OUTSWING VERT.AND HORIZ.SECTIONS INNIASONRY/CONCRETE RAND HORIZONTAL DNS IN WOODeason: am approving this document 398 lS'$EAIGfi #338
6 INSWING VERT.AND ORQ.SECTIONS IN MASONRY/CONCRETE pp g Dl�l $'p{ �,EE'-9004 3W072012FL
Date:2015.01.07 15:23:01 -05'00' FBPE C >riq f�µSM0.29578 snBe 1 of 7
7 OUTSWING AND INSWING ANCHORING DETAILS
6-#8 X 2" APPLY DAP ALEX PLUS SILICONE
PFH SCREW AT OR EQUIV.BETWEEN
EACH MULLION TYP. JAMBS BEFORE MULLING
l
6"MAX.D.L.O.-
Z
L.......... ....:: .: a
FIXED ACTIVE
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ODL LIP-LITE NON-IMPACT
O f -,
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1-4 X 8-0 SHOWN M E
I #8 X 1-1/2• M E a
TEK SCR*311
W
8"TEMPERED W ~ O
C7 z z
LASS W WQ � COC
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ZO 01"MAX. Z
W 1199I Oa7SOILCONIRSPACE ❑ X
O z
IN.GLASS w 0 o BITE ca o co
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DETAIL 62 0 n 0 .4 z
ODL NON-IMPACT GLAZING DETAIL G z ce a
MAX.D.L.O:6"X 79 1/8" JJ� ES F N
1/20/2012
.O sc-:NONE
BOX SIDELITE MULL 7.--';-
^ o B,G.LUBBECKE
MAX.4 UNITS A2 aKer S.SAFFELL
EXAMPLE:OXXO,OXO,OX DETAIL A2
398 lC BE.AOI f ��#338 MM,"G"°`
(7)FASTENER LOCATIONS AT D 4 3W072012FL
DOUBLE-BACK JAMB ATTACHMENT FBPE C [qji AµSM`NO.29578� 2 � 7
1"MIN. 1"MIN.-- 4 1 2 1"MIN. —--{-- 1"MIN. 4 1
2 2 1 4 4
1 112"MIN. 1 1/2"MIN.
EMS. EMB. 1-0 INTERIOR EXTERIOR
1
iii ii viii iir
114" 114" 1 1/2"MIN. 2
EMBED.
MAX. 1/8" MAX.
SHIM SHIM
SEE NOTE#7 INTERIOR EXTERIOR SEE NOTE 97 INTERIOR EXTERIOR
ON SHEET 1 ON SHEET 1 1"MIN -�
OUTSWING OPERATING UNIT
VERTICAL CROSS SECTION
OUTSWING OPERATING UNIT OUTSWING STATIONARY UNIT SILL
VERTICAL CROSS SECTION VERTICAL CROSS SECTION
HEADJAMB HEADJAMB
1 1!2•MIN. rIX MAX.
EMBED. I SHIM SEE NOTE#7
NOTES:
ON SHEET 1 1
FOR PLACEMENT OF ITW TAPCON ANCHORS IN 2X BUCK OR
1"L ii/ 1 �1X BUCK CONCRETE/MASONRY OPENINGS,SEE SHEET 4 G
/ \ 8 OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW SECTION G
INTERIOR �O OF HEAD OR JAMB AS LONG AS MINIMUM EMBEDMENT IS p 1' z m o
3X ACHIEVED. • O O °D
CL -gym
1•MIN.
� N
8 ITEM#6,(#9 X 2 112")ONE SCREW TO BE INSTALLED IN EACH e LL N
4X / HINGE AT JOB SITE,CLOSEST TO WEATHERSTRIP. p ^ A ui
k n m cmc
HINGE DETAIL ®AT SILL,PLACE ANCHOR IN SILL BASE MATERIAL FOR 3 r^i a
MAXIMUM SUPPORT.
STATIONARY UNIT EXTERIOR 4 REO'D
HORIZONTAL CROSS SECTION w w c7 z
OUTSWING SHOWN /' p " z
w p U N
Z
7 2 1 1 2 6 3 OOWIj
EXTERIOR
0
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w 0 O z 3
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1 INTERIOR aD
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1"MIN.
1"MIN. \� \_ %�/ y0 i� N
SEE NOTE#7 ����e'�•\••• ",%" :�,A��� DATE:1/20/2012
E I 1/4"MAX. 4 1 ON SHEET 1 114"MAX Z 7 sra�:NONE
II'— SHIM SHIM mc,R:G.LUBBECKE
1 1/2'MIN. 1 112"MIN.
EMBED. EMBED. � a+K.er,S.SAFFELL
OUTSWING LATCH JAMB AT FRAME OUTSWING HINGE JAMB AT FRAME 398 lC BE.0.(JI4�``#338 ma nHc Na:
HORIZONTAL CROSS SECTION HORIZONTAL CROSS SECTION DIYD;) `� �, 5E1�04 JW072012FL
FBPE C >t1,91il Avw.*40.29578 s EE 3 of 7
1"MIN. --1°MIN.
CONCRETE/
1'MIN.— I'MIN. 1"MIN. 1°MIN. MASONRY 1"
1 1/4°
1 1'MIN: BY OTHERS TYP. MIN. 1"MIN. 1
1M1IN' 1°MIN. 1 1'MIN. 5 INTERIOR EXTERIOR EMB.
EMBED 1 114°MIN. 1 5
. 5
EMBED
S 3 +
o. 2 CONCRETEI 3
I,I• i /'
14 •• I MASONRY
MASONRY,S� MIN. �• ,'.i. ,.,.� BY OTHERS
BY OTHERST EMBED 1 I 1/4"
CONCRETE/—/
I 1'MIN 1'MIN--I MAX.
SHIM
EXTERIOR MAX. OUTSWING OPERATING UNIT
MAX. SHIM EXTERIOR VERTICAL CROSS SECTION
SHIM SILL SEE NOTE#7 OUTSWING 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"SUCK
ON SHEET 1 INTERIOR EXTERIOR
CONCRETE!
OUTSWING OPERATING UNIT OUTSWING STATIONARY UNIT \ \ MASONRY
VERTICAL CROSS SECTION VERTICAL CROSS SECTION �. \\ \\ BY OTHERS
HEAD JAM_13 HEAD JAMB 1 114'MIN. \� \\ \'
EMBED % 5
1'MIN.
1" \ q
p.
I ro m
3X \ I�1"MIN iIN� \ A > N N
o
OUTSWING STATIONARY UNIT \\\ n
v
VERTICAL CROSS SECTION 1 x a•
HINGE DETAI \ I \\ v
4 REO'D ' BOXED SIDELITE SILL 1'MIN. \�� p
IN. A
E = x
/ z
V Mm
% ` n SHIM
Z 2 6 11/4" —I
MIN.EMBED W Ill O
2. 7 OUTSWING OPERATING UNIT 0 W z
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NOTES: ° ¢ * . * owc nr;G.LUBBECKE
DOPTIONALLY,ANCHOR CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM CONCRETE/MASONRY 1 1f2"MIN.
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1"MIN. ---�1"MIN. 4 1 2 1"MIN. �- 1"MIN. 4 Q1 EXTERIOR INTERIOR
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2
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INSWING OPERATING UNIT INSWING STATIONARY UNIT
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INSWING OPERATING UNIT INSWING STATIONARY UNIT SILL BOXED SIDELITE SILL
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HEADJAMB HEAD JAMB
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HEET 1NOTES:
FOR PLACEMENT OF ITW TAPCON ANCHORS IN 2X BUCK OR
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SEE NOTE#7
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ON SHEET 1 SEE NOTE#7 EXTERIOR INTERIOR
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CONCRETEJMASONRY •• �••Y
OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM 1 1I2'MIN. Ff{
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