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Florida Building Code Online Page 1 of 3
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I>educt Anuroval them>Pruouc[or AooUcatlon Search>Application Lis[>Application Detail COP
FL# FL13540-R3
',� ' >. a• Application Type Revision
Code Version 2014
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
fbci@jeld-wen.com
Authorized Signature Kaede McLaughlin
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
ASTM E1886 2005
ASTM E1996 2005
ASTM E330 2002
ASTM E331 2000
Equivalence of Product Standards
Certified By
Approved Testing Lab
FL13540 R3 Equiv JELD-HIEN ASTM E1996 Eouivaler qy er;pd[
Product Approval Method Method 1 Option A
Date Submitted 01/13/2015
https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquynOPErOHeef VE... 10/20/2015
Florida Building Code Online Page 2 of 3
Date Validated 01/14/2015
Date Pending FBC Approval
Date Approved 01/19/2015
..........._..........................----......_...---..—._................—..__..........--.._.-_...........-._........__.._....._.—_._._..._..—...._......----.._......_.__._......--'-'--�_.._..._.......----'-'----...._—.....
Summary of Products
FL# Model,Number or Name Description
13540.1 Contours 3'-2"x 6'-10",Opaque Steel Wood Edge Inswing and Outswing Door
Limits of Use Certification Agency Certificate
Approved for use In HVHZ:No FL13540 R3 C CAC NIC10116.01-R2.pdf
! Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
!! Impact Resistant:Yes 12/31/2019
f Design Pressure:+55/-55 Installation Instructions
Other: FL13540 R3 If 3W162009 SS 2014-11-11 odf
Verified By:Hermes F.Norero,PE 73778
Created by Independent Third Party:Yes
( Evaluation Reports
f FL13540 R3 AE PER3291 SS 2014-11-I1 pdf
Created by Independent Third Party:Yes
13540.2 Contours 6'-2"x 6'-10",Opaque Steel Wood Edge Inswing and Outswing Door
Limits of Use Certification Agency Certificate
! Approved for use in HVHZ:No FL13540 R3 C CAC NI010116.01-R2.pdf
E Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
I Impact Resistant:Yes 12/31/2019
Design Pressure:+55/-55 Installation Instructions
Other: FL13540 R3 11 JW162009 SS 2014-11-1S.odf
Verified By:Hermes F.Norero,PE 73778
i Created by Independent Third Party:Yes
Evaluation Reports
FL13540 R3 AE PER3291 SS 2014-11-11.pcif
Created by Independent Third Party:Yes
113540.3 Contours 5'-5"x 7'-11",Opaque Steel Wood Edge Inswing and Outswing Door with
Transom and Sidelites
Limps of Use Certification Agency Certificate
Approved for use In HVHZ:No FLS 540
_all CAC NIOIQ1,lfi_02;ji2.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 12/31/2019
Design Pressure:+55/-55 Installation Instructions
I Other: FL13540 R3 II IW162009 5S 2014-11-1l.pdf
Verified By:Hermes F.Norero,PE 73778
Created by Independent Third Party:Yes
Evaluation Reports
FL13540 R3 AE PER3291 SS 2014-11-11.pdF
j Created by Independent Third Party:Yes
13540.4 Contours 5'-5"x 6'-10",Opaque Steel Wood Edge Inswing and Outswing Door with
5 delites
Limps of Use Certification Agency Certificate
Approved for use In HVHZ:No FL13540 R3 C CAC N1010116.02-R2.pdf
' Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
! Impact Resistant:Yes 12/31/2019
Design Pressure:+55/-55 Installation Instructions
Other: 1`1_13540R3 11 JW162OO9.55 2014-II-11.odf
Verified By:Hermes F.Norero,PE 73778
Created by Independent Third Party:Yes
Evaluation Reports
FL13540 R3 AE PER3291 S$2014-11-SS.pdF
Created by Independent Third Party:Yes
13540.5 Contours 4'-3"x 6'-10",Opaque Steel Wood Edge Inswing and Outswing Door with
Sidelite
Limits of Use Certification Agency Certificate
j Approved for use In HVHZ:No FL13540 R3 C CAC N1010116.02-R2.13df
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 12/31/2019
Design Pressure:+55/-55 Installation Instructions
Other: FL13540 R3 11 7W162009 SS 2014-11-11.pdf
Verified By:Hermes F.Norero,PE 73778
I Created by Independent Third Party:Yes
Evaluation Reports
FI-13$40 R3 AE PER3291 SS 2014-11-11.odf
Created by Independent Third Party:Yes
13540.6 Contours 3'-2"x 7'-11",Opaque Steel Wood Edge Inswing and Outswing Door with
Iransom
!Limits of Use Certification Agency Certificate
Approved for use In HVHZ:No FL13540 R3 C CAC NI010116.02-R2.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 12/31/2019
j Design Pressure:+55/-55 Installation Instructions
i Other: FL13540 R3 II�W162.Q04,.5 2014-11-11.pAf
i Verified By:Hermes F.Norero,PE 73778
Created by Independent Third Party:Yes
Evaluation Reports
FL13540 R3 AE PER3291 S$,2Q 14_�1_11.pdf
Created by Independent Third Party:Yes
Contact Us::1940 North Monroe Street.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
https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquynOPErOHeef VE... 10/20/2015
Florida Building Code Online Page 3 of 3
emalls provided may be used for officlal communication with the Ilcensee.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:
law
https:Hfloridabuilding.org/pr/pr_appjtl.aspx?param--wGEVXQwtDquynOPErOHeefVE... 10/20/2015
NOTICE OF PRODUCT CERTIFICATION
Company: JELD-WEN Certification No.: NI010116.01-R2
3737 Lakeport Boulevard Certification Date: 02/11/2010
f
' Klamath Falls, OR 97601 Expiratibn Date: 12/31/2019
" . Revision Date: 08/07/2014
�4 �
` sRn�r�vPo -r.. Product: Series "Energy Saver/Contour" Wood Edge 24 Gauge Steel Side-Hinged Doors w/or w/o
- Side-Lites or w/or w/o Transom (w/Wood Frame unless noted)
Specifications: ASTM E283-04/E330-02/E331-00/AAMA 1304-02/ASTM E1886-05/E1996-05b
To verify that the "Notice of Product Certification" is valid, please visit www.NAMICertification.com to assure that the product is active and currently listed. This certification
represents product conformity to the applicable specification and that certification criteria has been satisfied.A NAMI approved certification label must be applied to the product to
claim certification status. Please review and advise NAMI if any corrections are required to this document.
Inswing Glazed Design Water Test Missile Test Report Number
Configuration or or Maximum Pressure Pressure Impact Drawing Number&
Outswing Opaque Size Pos/Ne s Rated Comments
X I/S Opaque 3'2"x 6'l 0" +55/-55 psf 0.0 psf Yes SJW2009-200/SJW2009-199/SJW2009-199
Single Wind Zone 4 Addendum(06/09/2014)/PER 2947/W-1685/W-1695
Missile Level D Max Panel Size:3'0"x 67'
Anchor Details:JW 162009 1-16/AO11271
X O/S Opaque 3'2"x 6'9" +55/-55 psf 0.0 psf Yes SJW2009-200/SJW2009-199/SJW2009-199
Single Wind Zone 4 Addendum(06/09/2014)/PER 2947/W-1685/W-1695
Missile Level D Max Panel Size:3'0"x 67'
Anchor Details:JW162009(1-16)/AO11271
XX I/S Opaque 6'2"x 6'10" +55/-55 psf 0.0 psf Yes SJW2009-200/SJW2009-199/SJW2009-199
Double Wind Zone 4 Addendum(06/09/2014)/PER 2947/W-1685/W-1695
Missile Level D Max Panel Size:3'0"x 67'
Anchor Details:JW 1620091-16 /AO 11271
XX O/S Opaque 67"x 6'9" +55/-55 psf 0.0 psf Yes SJW2009-200/SJW2009-199/SJW2009-199
Double Wind Zone 4 Addendum(06/09/2014)/PER 2947/W-1685/W-1695
Missile Level D Max Panel Size:3'0"x 67'
Anchor Details:JW 162009(1-16)/AO 11271
National Accreditation& Management Institute,Inc./4794 George Washington Memorial Highway/Hayes,VA 23072
Tel: (804) 684-5124/Fax: (804)684-5122
NAMI AUTHORIZED SIGNATURE:
J'T DIVEN® 74"MAX.OVERALL FRAME WIDTH
CONTOURS STEEL DOOR,WOOD EDGE 72 1/4"MAX.PANEL WIDTH TABLE OF CONTENTS
6-0 X 6-8(XX)&5-4X8-0(O/OXO) 36 318"WITH SHT 91 DESCRIPTION p
INSWING/OUTSWING ASTRAGAL 1 INSWING ELEVATIONS 8 GENERAL NOTES n
R SYSTEM 2 INSWING ELEVATIONS 0)24 GA.STEEL IMPACT DOD
3 INSWING ELEVATIONS&BILL OF MATERIAL
GENERAL NOTES 4 INSWING VERTICAL CROSS SECTIONS m O
1. THE PRODUCT SHOWN HEREIN IS DESIGNED TO COMPLY WITH THE CURRENT IRC AND 5 INSWING VERTICAL CROSS SECTIONS
FLORIDA BUILDING CODE(FBC)BASED ON THE SIGNED AND SEALED DATE. PRODUCT HAS / \ 6 INSWING HORIZONTAL CROSS SECTIONS U CC J to
BEEN TESTED TO ASTM E330-02,E331-00,E283-04,E1886-05,E1996-05b&AAMA 1304-02. 7 INSWING HORIZONTAL CROSS SECTIONS Z O J c?
SINGLE AND DOUBLE DOOR SYSTEMS PASS WINDZONE(WD)4 RATING. DOOR SYSTEMS = / \ 8 OUTSWING ELEVATIONS O CV
HAVING SIDELITEJTRANSOM COMBINATIONS RATE AT WINDZONE(WD)3. 26 F 9 OUTSWING VERTICAL CROSS SECTIONS IZ Y =00
NOTE:GLAZING IN SIDELITES AND TRANSOM ARE NOT IMPACT RATED. = x 10 OUTSWING VERTICAL CROSS SECTIONS Q H r
J 25 11 OUTSWING HORIZONTAL CROSS SECTIONS —1 ¢v
2. 2X AND 1X WOOD BUCKS BY OTHERS,MUST BE ANCHORED PROPERLY TO TRANSFER w 2 LO
x 12 OUTSWING HORIZONTAL CROSS SECTIONS 0 t`
LOADS TO THE STRUCTURE. J m
D 13 ANCHORING LOCATIONS Uj n J x
3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS.ANCHOR >m 6 A - Q 6 zco `1 6
EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. Os 6 0 ¢ 14 ANCHORING LOCATIONS
4. FOR DESIGN PRESSURE RATING SEE TABLE I,SHEET 1. D- 15 ANCHORING LOCATIONS&DETAILS
5. SCALE BASED ON 11x17 SHEET SIZE. m NOTE 2 \ / NOTE 2 16 UNIT COMPONENTS
6. ALL 1X&2X TO BE 0.55 SPECIFIC GRAVITY OR GREATER.
7. FLORIDA APPROVED IMPACT RESISTANT SHUTTERS ARE REQUIRED FOR SIDELITES
AND TRANSOMS. m w
8. PRODUCT HAS NOT BEEN RATED FOR WATER INFILTRATION.IF AUTHORITY HAVING JURISDICTION /
REQUIRES THAT PRODUCT MEETS THIS REQUIREMENT,PRODUCT SHALL BE USED WHEN w O w
INSTALLED AT LOCATION PROTECTED BY OVERHANG SUCH THAT OVERHANG(OH)RATIO=OH O O rn
LENGTH/OH HEIGHT IS 1.0. INACTIVE 0 o d z
ACTIVE
—o
I I V__�__ j 3: ow
my w
ASTRAGAL A B o X >0
DOOR LEAF CONSTRUCTION: NOTE 2 0 z J—
FACE SHEETS:THE FACE SHEETS ARE GLUED TO DOUBLE UNIT(XX) Was� w qQ
� r 0 w
THE CORE AND SUBSTRATE WITH LMC ADHESIVE. (INSWING IMPACT) w w I m z z
CORE DESIGN:THE CORE CONSISTS OF 1-1.25 POUND �07 w 0
DENSITY EXPANDED POLYSTYRENE(EPS). o? < z
PANEL CONSTRUCTION:EACH DOOR PANEL IS CONSTRUCTED FROM TWO SHEETS OF c') n a
24-GAUGE(.021"MIN)GALVANIZED STEEL. THE AVERAGE MIN.YIELD STRENGTH OF 24 GA o z z F
SHEET METAL SKIN IS 40,300 psi.THE FACE SHEETS ARE BENT 90"OVER THE 1.688"X 1.0" TABLE 1 a 0
LVL(LAMINATED VENEER LUMBER)STILES AND TOP RAIL.THE 1.688"X 1.203"BOTTOM RAIL DESIGN PRESSURE RATING
CONSISTS OF ROLLED-FORMED GALVANIZED 25-GAUGE(.018"MIN)STEEL.THE LOCK g
BLOCK IS 1.688"X 3 1/8"X 12"FINGER JOINTED PINE. DESIGN PRESSURE RATING: N g y
m
SIDELITE CONSTRUCTION:EACH SIDELITE IS CONSTRUCTED THE SAME AS A DOOR PANEL,
INCLUDING CORE DESIGN,BUT EXCLUDING THE WOOD LOCK BLOCK.INSULATED GLAZING SINGLE DOOR WITH&WITHOUT DOUBLE DOOR z r9
CONSISTS OF TWO 0.125"TEMPERED GLASS PANES SEPARATED BY A 0.75"AIR SPACE. SIDELITE(S)AND/OR TRANSOM W/O SIDLITE OR TRANSOM U o
FRAME CONSTRUCTION:THE FRAME JAMBS AND HEAD ARE CONSTRUCTED OF WOOD. w v a
THE OUTSWING SILL IS COMPRISED OF COMPOSITE MATERIAL WITH ALUMINUM INSWING POSITIVE +55 +55 y
o w w z
CLADDING.THE INSWING SILL IS COMPRISED OF A COMPOSITE MATERIAL WITH AN NEGATIVE -55 -55 0 O 0 9
ALUMINUM CLADDING AND A PLASTIC ADJUSTABLE HEIGHT THRESHOLD. ALL BOTTOM 0 0 w—
FRAME CORNERS ARE COPED,BUTTED,SEALED USING SILICONE AND FASTENED USING POSITIVE +55 +55 w 0 0 w
THREE 16 GA.7116"X 2"LONG STAPLES AND ONE#8X2 FH WOOD SCREW PER CORNER. OUTSWING
INSWING SYSTEMS HAVE A#8X2 FH WOOD SCREW IN EACH SILUJAMB CORNER ANGLED NEGATIVE 55 55 N
FROM SILL INTO THICK PORTION OF JAMB.TOP FRAME CORNERS ARE COPED,BUTTED,
SEALED USING SILICONE AND FASTENED USING FOUR 16 GA.7/16"X 2"LONG STAPLES JOINTS,SILICONE SEALANT AND FOUR 16GA X 7/16"X 2"LONG CROWN NOTES: N o¢
AND ONE#8X2 FH WOOD SCREW PER CORNER.INSWING UNITS WITH A GLOBAL STAPLES THROUGH THE JAMB. THE MULLION TO DOOR/SIDELITE IS 1- ALL VIEWS FROM INTERIOR. o a 0
ASTRAGAL ATTACHED TO THE INACTIVE PANEL,HAVE A 7/16"HOLE DRILLED AT THE CREATED BY SANDWICHING SILICONE SEALANT BETWEEN THE JAMBS 2-MASONRY AND CONCRETE CO NSTRUC```YN411111,,
CENTER OF THE SILL THRESHOLD AND FILLED WITH DOW 1199 SILICONE.A PLASTIC OF THE TWO FRAMES.1"X 1/2"CORRUGATED NAILS ARE USED ON THE "', g F. // m¢o
RECEIVER PLUG IS INSERTED TO RECEIVE THE BOTTOM ASTRAGAL BOLT.OUTSWING EXTERIOR SIDE TO FASTEN THE JAMBS TOGETHER AND 98 X 2" <S� O ��' z
UNITS WITH AN INACTIVE PANEL,TAKE A 1/2"HOLE AT THE CENTER OF THE SILL AND A SCREWS ARE INSTALLED THROUGH JAMBS ON THE INTERIOR SIDE.A �` ' DATE
METAL STRIKE PLATE IS FASTENED USING TWO#8 X 2-1/2"SCREWS TO RECEIVE THE igson:signed approving
r Hermes F.ocume,P.E. � VPS �,p0 12/31!09
WOOD MULLION COVER IS THEN INSTALLED OVER THE ENTIRE LENGTH eason:l am approving this document SCALE: 1/2"=1'
BOTTOM ASTRAGAL BOLT. INSWING AND OUTSWING UNITS TAKE A 1f2"HOLE AT — 7
CENTER OF THE HEAD AND A METAL STRIKE PLATE IS FASTENED USING TWO#8 X 21/2" OF THE EXTERIOR JOINT,SEALED WITH SILICONE SEALANT AND HELD ate:2014.11.11 10:04:34.05'00' _* _ 7k _ DWG.evG.LUBBECKE
SCREWS TO RECEIVE THE TOP ASTRAGAL BOLT.ALL FRAME JOINERY ARE SEALED AT IN PLACE WITH 16GA X 7/16"X 2"STAPLES. _ o TT
T
THE EXTERIOR USING DOW 1199 SILICONE. TRANSOM GLAZING:THE GLAZING CONSISTS OF 2 PIECES OF 1/8" � cNK By: S.FREY
ANNEALED GLASS AND ARE HELD IN PLACE BY THE SASH AND THE �'�0�� P Nv tj�W� DRAWING NO-
TRANSOM FRAME CONSTRUCTION:FRAME HEADS,SILLS AND JAMBS ARE MADE OF GLAZING CLIP.AN ALUMINUM SPACER BETWEEN THE GLASS �IMgC� `� JW162009
LAMINATED VENEER LUMBER(LVL). THE FRAME CORNERS ARE JOINED USING RABBET PROVIDES A 7/16"AIR GAP. 4pW9 a•a 's sREET 1 OP 16
FSPECe �l"0. N0.29578
64 1/2"MAX
OVERALL WIDTH 64 1/2"MAX O.V.A WIDTH 51"MAX
0 58 1/2"MAX.D.L.O. 35 314"MAX OVERALL WIDTH
PANEL WIDTH
, o
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O25 25 U M -
• 7 D w = = Zt
Z O Q c?
O \ J 0 Q \ J W LL Cm
25 x x J 6 H x o ` 6 1 W Y =Co
6 �^ Lu Q F—
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w G 6 'o m '� m NOTE 2 '� m 2 � co Y a
6 g � �, FIt
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a NOTE 2 6 a+
/ NOTE 2
/ ^ 7"MAX. MULL POST m
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D.L.O. MULL POST
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12"MAX. C q m
C D NOTE 2 NOTE 2I— —I NOTE 2 p y Z w
(MNOTE f�PANEL WIDTH
TRI UNIT(OXO) TYP. 12"MAX. NOTE 2 0 w
q g (INSWING IMPACT DOOR WITH PANEL WIDTH 35 3/4"MAX W—In O
5 5 NOTE 2 4 4 PANEL WIDTH Z Z
NOTE 2 12"MAX' NON-IMPACT SIDELITES) co m O �
35 3/4"MAX PANEL WIDTH DUAL UNIT(OX) cn 0 m z
PANEL WIDTH NP' 37 1!2"MAX O.VA.J ( F O o ¢
_I INSWING IMPACT DOOR WITH
FRAME WIDTH v O m cnw
MULL POST NON-IMPACTSIDELITE) o O z 0
0
TRI UNIT(0!0X0) ° a
(INSWING IMPACT DOOR WITH \ u g>
NON-IMPACT SIDELITES&TRANSOM) u) m
26 = 0 w
F_ \ w L)<o
x UxF
= 25\ \ J oomZ
U O
U O y
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NOTE 2 NOTE 2 g W
NOTES: N o
00 1- ALL VIEWS FROM INTERIOR. C,
/ 2-MASONRYANDCONCRETE CONSTRL,#VllJfl.I
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12/31/09•• _ _ SCALE: 1/2"=1'
q g NOTE 2 * * _ owc.BG.LUBBECKE
35 3/4"MAX. lij CHw BY: S.FREY
PANEL WIDTH : On Ha DRAW NG NO
i nao P,�,NP•r3
SINGLE UNIT(X) �iiS� "ua"9oo �� JW162009
INSWING IMPACT �,� ea F Sal
( ) 1 FBPECe i U.F nNo.29678 BHEEr _OF 16
Item DESCRIPTION Material
37 1/2"MAX O.V.A. 1 HINGE JAMB 1 114"X 4-9/16°FINGERJOINTED PINE PINE
FRAME WIDTH 2 HEAD JAMB 1 1/4"X 4-9/16'FINGERJOINTED PINE PINE
N 31 1/2"MAX.D.L.O. 3 LATCH JAMB 1-1/4"X4-9/16"FINGERJOINTED PINE PINE
4 SIDELITE JAMB 1-1/4°X 4-9/16"FINGERJOINTED PINE PINE _
1 4 1 5 #10 PHILLIPS FLATHEAD WOOD SCREW WITH 1 112'MIN.EMBEDMENT STEEL ` o
C D i`V 6 4"X 4"BUTT HINGE 12GA. .089"MIN STEEL n
0 7 1#9 X 3/4"PHILLIPS FLATHEAD WOOD SCREW STEEL c
NOTE 2 8 910 X 1 112°PHILLIPS FLATHEAD WOOD SCREW STEEL >
I O
9 3/16"ITW BUILDER TAPCON WITH 1 114"MIN.EMBEDMENT STEEL m
10 COMPRESSION WEATHERSTRIP FOAM V � J Lo
r 11 INSWING THRESHOLD ENDURA MODEL LZAILP56WMF120 6063-T5/COMP. ALUMINUM z_ O '--I�?
26 C9 12 #8 X 21/2'PHILLIPS FLAT HEAD WOOD SCREW STEEL W LL m
= 13 EXTRUDED ASTRAGAL GLOBAL 6063-T6 AL ALUMINUM W Y 2 co
r J 14 NOT USED Q ~Q
c9 25 � \ 4a„ 15 SIDELITE SEAT Z60 SERIES ENDURA VINYL
>0 16 TOP RAIL LAMINATED VENEER LUMBER LVL LVL W ^ J_
os 17 BOTTOM RAIL 25GA. 0.018' GALVANIZED STEEL STEEL c'> Y D-
z \ 18 HINGE SIDE STILE LAMINATED VENEER LUMBER LVL LVL
¢a 7 6 g 19 LATCH SIDE STILE LAMINATED VENEER LUMBER LVL LVL w
20 LOCK BLOCK 1-11/16"X 3-1/8'X 12 FINGERJOINTED PINE TREATED PINE
U
T / 6 21 ODL LIP-LITE FRAME PLASTIC W p W
NOTE NOTE rn
n 22 1"O.V.A.INSULATED TEMPERED GLASS GLASS ❑x U) m
23 16 Ga.7/16"CROWN X 2"LONG STAPLES STEEL Ob d z co
/ 24 CORRUGATED NAIL 1/2"X 1-1116"25 GA. STEEL v O Q
/ 25 KWIKSET LOCK SERIES 400 STEEL M,6 w ¢W
26 KWIKSET DEADBOLT SERIES 660 STEEL O'T_z w r
27 #8 X 2"PHILLIPS FLATHEAD WOOD SCREW STEEL of w 2
28 2X WOOD BUCK GRADE 2 SOUTHERN YELLOW PINE WOOD W � z O
C D NOTE 2 29 NON-COMPRESSION SHIM WOOD N O J
35 3/4"MAX. 30 EXPANDED POLYSTYRENE(1.0 TO 1.25 pcf DENSITY)MFG BY JELD-WEN FOAM u)6 z N z m
PANEL WIDTH 31 STEEL DOOR PANEL SKIN MATERIAL(24 GA GALVANIZED) FIBERGLASS Z)o— ¢
A-525 COMMERCIAL QUALITY 0.021"MIN.THICK. S z z
O o
SINGLE UNIT(O/X) 32 INSWING VINYL DOOR BOTTOM SWEEP VINYL 0 IO
(INSWING IMPACT DOOR WITH 33 CORNER PADS 2',LOCATED AT THE BOTTOM OF EACH JAMB LEG FOAM a n
NON-IMPACT TRANSOM) SETTING ON TOP OF THE SILL,BEHIND THE WEATHERSTRIP
34 OUTSWING THRESHOLD AFCO MODEL 117TH973 6063-T5/COMPOSITE ALUMINUM O r
g m
35 MULL POST EDGE GLUED FINGERJOINTED PINE PINE 0 w
36 318"ROUNDED SCOTIA PLASTIC
37 SILICONE BEAD DOW 1199 SILICONE v 0
38 JAMB,1-1/4'X 4-1/2'FINGERJOINTED PINE LVLO
w am
owEz
39 OUTSWING THRESHOLD AFCO MODEL J-2297 6063-T5 ALUMINUM 00 0 0
40 ASTRAGAL BOLT 0.313 DIA. STEEL `p O
WOODo wE2
41 OPTIONAL 1X WOOD BUCK GRADE 2 SOUTHERN YELLOW PINE w
=o
42 11/16 O.VA.INSULATED 1/8"ANNEALED GLASS GLASS w
43 1"STEEL BRAD STEEL
44 ALUMINUM GLAZING SPACER ALJSEALENT w
45 GLAZING CLIP CELLULAR PVC NOTES: N o
46 SASH CELLULAR PVC 1- ALL VIEWS FROM INTERIOR.
IIIA
2-MASONRY AND CONCRETE CONSTRI�Q,TF(�1I'.
47 STRIKE PLATE GLOBAL STEEL ��SES F O ��i�i m¢z
48 DEAD BOLT BACK PLATE SINGLE DOOR SYSTEMS ONLY STEEL
49 BOTTOM ASTRAGAL INSERT PLUG GLOBAL Pl.ASTIC " DATE 12/31/09
7 SCAB 112"=V
* * GwG.BG,LUBBECKE
T T O rr = cNwar: S.FREY
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