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Product Approval Menu ••>Product or Application Search > Application List > Application Detail
• FL # FL14569-RS
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
fbcl@jeld-wen.com
rn
70
C— Authorized Signature Kaede McLaughlin
frn fbcl@jeld-wen.com
t
Technical Representative JELD-WEN Corporate Customer Service
Address/Phone/Email 3737 Lakeport Blvd. r
c!� Klamath Falls, OR 97601
mp (800) 535-3936
customerserviceagents@jeld-wen.com
O
o 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
Product Approval Method Method 1 Option A
Date Submitted 07/01/2015 pa.
FIL6
https://www.floridabuilding.org/prl,n _app_dtl.aspx?param=wGEVXQwtDquxTVBjriRcY... 8/27/2015
Florida Building Code Online
Page 2 of 3
Date Validated
Date Pending FBC Approval
Date Approved
07/06/2015
07/14/2015
FL # Model, Number or Name Description
14569.1 Contours Steel, Wood Edge Door Full Lite, Single or Double Door, Outswing, 6'-0" x 6'-8"
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: Yes FL14569 RS C CAC NI006255-R7 Certificate, odf
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: Yes 09/30/2019
Design Pressure: +60/-60 Installation Instructions
Other: Product must be installed per manufacturer FL14569 R5 II JW0509-03 Installation.odf
instructions as stated on drawing 3WO509-03 Verified By: National Accreditation & Management Institute
Created by Independent Third Party:
Evaluation Reports
FL14569 R5 AE PER3392.odf
Created by Independent Third Party: Yes
14569.2
Contours Steel, Wood Edge Door
Full Lite, Single or Double Door, Inswing and Outswing, 6'-0"
x 6'-8"
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: Yes
FL14569 R5 C CAC NI006255.02-R3 Certificate. odf
Quality Assurance Contract Expiration Date
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
06/30/2019
Design Pressure: +60/-65
Installation Instructions
Other:
FL14569 R5 II 3WO509-04 Installation.pdf
Verified By: National Accreditation & Management Institute
Created by Independent Third Party:
Evaluation Reports
FL14569 R5 AE PER3393.odf
Created by Independent Third Party: Yes
14569.3
Contours Steel, Wood Edge Door
Full Lite, Single or Double Door, Inswing and Outswing, 6'-0"
x 8-0"
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: Yes
FL14569 RS C CAC NIO06254-RS Certificate. odf
Quality Assurance Contract Expiration Date
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
09/30/2019
Design Pressure: +50/-50
Installation Instructions
Other:
FL14569 R5 II 3WO509-01 SS 2015-07-02.pdf
Verified By: National Accreditation & Management Institute
Created by Independent Third Party:
Evaluation Reports
FL14569 R5 AE PER3391.1)df
Created by Independent Third Party: Yes
14569.4
Contours Steel,'Wood Edge Door
Opaque Door w/ & w/o Impact & Non -Impact Rated Glazed
Sidelites (w/wood frame unless specified)
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: Yes
FL14569 R5 C CAC NIO11062 NI011062.01 Certificate.odf
Quality Assurance Contract Expiration Date
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
04/30/2020
Design Pressure: N/A
Installation Instructions
Other:
FL14569 R5 II 3W032012FL Installation.Ddf
Verified By: National Accreditation & Management Institute
Created by Independent Third Party:
Evaluation Reports
FL14569 R5 AE PER3321.pdf
Created by Independent Third Party: Yes
14569.5
Contours Steel, Wood Edge Door
Opaque Door w/ & w/o Impact & Non -Impact Rated Glazed
Sidelites (w/ wood frame unless specified)
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: Yes
FL14569 R5 C CAC NI011061-R1 Certificate.pdf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: Yes
04/30/2020
Design Pressure: +45/-45
Installation Instructions
Other:
FL14569 R5 II 3W072012FL Installation.Ddf
Verified By: National Accreditation & Management Institute
Created by Independent Third Party:
Evaluation Reports
FL14569 R5 AE PER3322.pdf
Created by Independent Third Party: Yes
114569.6 1 Contours Steel, Wood Edge Door I Opaque Door w/ or w/o Sidelite (wood frame)
0 https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquxfl
Florida Building Code Online
Page 3 of 3
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: Yes
FL14569 R5 C CAC NI011082-Rl Certificate.odf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: Yes
08/31/2019
Design Pressure: N/A
Installation Instructions
Other:
FL14569 R5 II S-2104 Installation.odf
Verified By: National Accreditation & Management Institute
Created by Independent Third Party:
Evaluation Reports
FL14569 R5 AE PER3398.pdf
Created by Independent Third Party: Yes
114569.7 1 Contours Steel, Wood Edge Door I Opaque, Outswing, w/ or w/out Sidelites
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: Yes
FL14569 R5 C CAC NI011096.0l.pdf
Approved for use outside HVHZ: Yes
FL14569 R5 C CAC NI011096.odf
Impact Resistant: Yes
Quality Assurance Contract Expiration Date
Design Pressure: N/A
08/31/2015
Other:
Installation Instructions
FL14569 R5 II S-2108-01.odf
Verified By: Hermes Norero 73778
Created by Independent Third Party: Yes
Evaluation Reports
FL14569 RS AE PER3832.1)df
Created by Independent Third Party: Yes
Back F..t
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 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 hem_
Product Approval Accepts:
® ®
PENM
Credit'Ciirrl
gr
https://www.floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQWtDgUXTVBjriRCY... 8/27/2015
74.5' MAX. OA FRAME WIDTH -
JELDrVFN® Steel
CONTOURS STEEL DOOR WOOD EDGE
618" OPAQUE OUTSW/NG/NPACT DOOR UNITS
.875' TYP.
36.625' MAX. OA
PANEL WIDTH
W/�
.125'
36' MAX. OA
PANEL WIDTH
WL7Nd W7NOUTNON-1NPACTS/DELnES
GENERAL NOTES
1. THIS PRODUCT IS DESIGNED TO COMPLY WITH THE CURRENT FLORIDA BUILDING
CODE AND HAS BEEN TESTED IN ACCORDANCE WITH HIGH VELOCITY HURRICANE
ZONE 7i1MZ' REQUIREMENTS.
2. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER
LOADS TO THE STRUCTURE.
3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED PER ANCHOR LOCATION
DRAWINGS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL
DRESSING OR STUCCO.
4. SEE TABLE 1 ON THIS SHEET FOR DESIGN PRESSURE RATINGS.
5. THIS PRODUCT MEM THE WATER REQUIREMENTS FOR 'HVHZ" ZONES. SEE
THE DESIGN PRESSURE CHART BELOW.
6. DOORS ARE IMPACT RATED AND DO NOT REQUIRE MIAMI-DARE
APPROVED IMPACT RESISTANT SHUTTERS.
7. MIAMI-DADE APPROVED IMPACT RESISTANT SHUTTERS ARE REQUIRED
FOR SIDELITES
8. SIDELTTES ARE AN OPTION AND CAN BE USED IN A SINGLE OR DOUBLE
INACTIVE ACTIVE
80'
MAX.
OA
PANEL
HEIGHT
81.25" 6
MAX.
OA
FRAME
HEIGHT
0.625' J
RESIDENTIAL INSULATED STEEL DOOR (Common to all frame conditions)
COMPONENT CONSTRUCTIONS: 3T75' MAX. OA
Face sheets: 24 ga. (0.020� minimum thickness, Galvanized Steel A-525 FRAME WIDTH
commercial quality - AKDQ per ASTM 620 with average minimum yield 36" MAX. OA
strength Fy(ave.)=24,600 psi. .875' TYP. PANEL WIDTH
Core design: Expanded polystyrene with 1.0 to 1.25 Ibs./cf density, by
JELD-WEN, INC.
Door Panel Construction: The active and inactive panels are constructed from
24GA. (0.020' min.) galvanized steel. The face sheet tops and bottoms are
bent 90' over the top and bottom rails. The top LVL rail measures 1.67"
wide x 1.042' high. The steel bottom rail is roll formed 0.021' galvanized
steel measuring 1.67' wide x 1.21" high. The sides of the face sheet are 80'
roll formed onto the LVL latch stile and Ponderosa Pine hinge stile which MAX.
measure 1.67' x 1.07. The interior cavity is filled with polystyrene. The OA
face sheets are glued to the polystyrene. PANEL
Fixed Lite Const.: The sash is constructed from 240A (0.020' min.) galvanized HEIGHT
steel. The edges of the face sheet are bent 90' over the polystyrene core p
and glued to it The sidelite panels are routed to receive the OOL Lip Life 81.25'
Frames or the optional Trinity Light Frames. (See sheet 7 for glazing MAX. C
details.) The lite frames are sealed w/ QSD glazing compound on the OA W p
exterior. FRAME
Frame Constructfon: The frames are constructed from Ponderosa Pine jambs HEIGHT
measuring 1.25' wide x 4.5625" deep. The door and sidelite head jambs
a butt joined to the side jambs and attached with (3) 16GA.
2' x . wire staples. The units use a standard bump face Pemko
j¢ ro Ting 4.041' deep x TV high. The threshold is attached to
a<D 3 16G4. 2' x 7 16' crown wire staples.
TARIFnFrnrurFArrc 0.625'
70.25' MAX OA FRAME WIDTH
.75'fF7
75' MULL
TIP.BAR 7
5�6D 0P. PANEL WIDTHiFr
80"
MAX.
OA
PANEL
HEIGHT
87.25'
MAX.
OA
FRAME
HEIGHT
0.75" J 0.625' -1
DOUBLE OUTSMNG IMPACT UNIT 1X 1
VIEWED FROM EXTERIOR 107" MAX. OA FRAME WIDTH -
.875"
.125'
.75' MULL
PP.
36.625' MAX. OA
BAR TYP.
PANEL WIDTH
36' MAX. OA
W/ASTRAGAL
PANEL D DTH
s r I6� �. ':� rl {�
14J) T.J ui11i: r:
® ® ® I
INACTIVE ACTIVE
a0'
MAX.
OA
PANEL
HEIGHT
81.25'
MAX. Sty
OA 4 p \JJ
FRAME
HEIGHT ILI a H Rig
0.75' -L 0.625"
DESIGN PRESSURE RATING -WHERE WATER
INFILTRIRON REOUOSIENT IS NEEDED
SINGLE DOOR UNIT (X, Olt, X0, OX0)
+66 psf -70 psi
WIM NON-INPACT SIDEUTES
DOUBLE DOOR UNIT (a Off' XXO, OXXO)
+57 psf -57 psf
W/WO NON-INPACT SIDELOES
1lgitallyslgned by Hermes F. Norero, P.E.
leason:I am approving this document
)ate: 2015.02.1812:44:49 -05'00'
15.5' MAX. OA
SIDELITE FRAME WIDTH
14' MAX. OA
PANEL WIDTH
6' MAX.
OA D.LO.
WIDTH
1'
63.125"
MAX.
OA
D.L.O.
HEIGHT
D SINGLE OUISWING IMPACT
UNIT (OXO) W/ NON -IMPACT
SIDELRES VIEWED FROM EXTERIOR
15.5' MAX. O.A.
SIDEUTE FRAME WIDTH
14' MAX. OA
PANEL WIDTH
6' MAX
OA D.L.O.
WIDTH
63.125'
MAX.
OA
D.L.O.
HEIGHT
0
(jm0
ZDCva;
W Ri 0
3 M
1
C Z tn
DOUBLE OUTSWING IMPACT
o
E; -
oiF
z7i SIDELTES VIEWED FROM EXTERIORL.o
R-am<
ci
�.
�O
OATE 9-11-01
Prepared By.
s� N.T.S.
Owc. BY-. JWJ
* _
cHx. eY: S. SAFFELL
fl T T D-
Q
�C �: P �• !(yam `�
DRAWING NO.:
�
EA
BUILDING DROPS, INC.
S-2104
p�
FM CHdrj 0 0.29578
Phone: 954-399-8478
Fax: 954-744-4738
ISHM _L DF 8
0.75' MIN. CONCRETE/ 0.75' MIN. CONCRETE/
EDGE DIST. MASONRY 51 EDGE DIST. MASONRY
1.50' BY OTHERS 1.50' BY OTHER
j' MIN. MIN.
Qj EMB. ?._ ... 19 EMB. - '}
0.250
MAX. ��j
SEE DETAIL 7 ] 1 SHIM SEE DETAIL 7 32
ON SHEET 5 1 ON SHEET 5
31
17 SEE NOTE 6 ON 29 SEE NOTE 3
SHT. 4 SHT 4
10
1.750' MIN
1.750' MIN.
PANEL THK
PANEL THK.
SEE NOTE 2 ON 23
SHE. 4
0.125' MIN.
GLASS THK.
INTERIOR
EXTERIOR
INTERIOR
EXTERIOMAXR
81.25"
80.0 °
81.25"
MAX.
MAX. SEE GLAZING
O.A.
PANEL
O.A. DETAILS, SHEET
FRAME
HEIGHT
HEIGHT
FRAME 7
HEIGHT
SEE NOTE 2 ON
23
SHE 4
1
17
3EE NOTE 6 ON
29
SHT 4
10
EE NOTE 8 ON 16
1161"
ON
33
SHE 4
4 16
SEE DETAIL 7
R
12
ON SHEET 5
44
\ \
625°
SEE
NOTE 3
ON SHT. 4
80.0'
MAX.
O.A
PANEL
HEIGHT
r ` :.
MIN.
...
2.50" MIN.
CONCRETE EMB.
I
1.75' 2.50" MIN.—{
CONCRETE/
MASONRY
m
EDGE DIST.
MASONRY
MIN. EDGE DIST.
BY OTHERS
BY OTHERS
VERTICAL CROSS SECTION
n VERTICAL CROSS SECTION
V WITH HIGH DAM THRESHOLD
AT SIDELITE SASH
m
DESCRIPTION
MATERIAL
1
DOOR STEEL FACE SHEET 24GA, 0.020'MIN.
STEEL
2
FRAME HEAD FINGER JOINTED PONDEROSA PINE
WOOD
3
FRAME HINGE JAMB FINGER JOINTED PONDEROSA PINE
WOOD
4
FRAME LATCH JAMB FINGER JOINTED PONDEROSA PINE
WOOD
5
4' x 4' BUTT HINGE 12 o. BY HAGER)
STEEL
6
19 X 1' PFH WOOD SCREW HINGE TO DOOR
7
DOOR LATCH STILE
LVL
8
OUTSWING PEMKO BUMP FACE THRESHOLD
ALUMINUM
9
BRAD TRIM NAIL 16GA X 1' FOR MULLION CAP
STEEL
10
COMPRESSION WEATHERSTRIP
FOAM
11
DOOR TOP RAIL
LVL
12
DOOR BOTTOM RAIL
STEEL
13
DOOR HINGE STILE FINGER JOINTED PONDEROSA PINE
WOOD
14
110 x 1 3 4' PFH WOOD SCREW
STEEL
15
LOCK BLOCK FINGER JOINTED PONDEROSA PINE
WOOD
16
3 16" [TIN TAPCON ANCHOR W1 1 1 4' MIN. EMBED.
STEEL
17
EXPANDED POLYSTYRENE 1.0 to 1.25 Ib, cf DENSITY BY JELD-WEN
FOAM
18
NOT USED
-
19
2x WOOD SUB BUCK
WOOD
20
SHIM 0.25' MAX. THK. HIGH DENSITY PLASTIC OR GREATER)-
21
KWIKSET 400 SERIES KNOB
STEEL
22
KMKSEf 17TAN 700 SERIES DEADBOL7 NOT SHOWN
STEEL
23
18 x 1 1 2' PLASCREW ODL LfTE FRAME
STEEL
24
IS x 2' PFH WOOD SCREW
STEEL
25
J8 x 2 1 2' PFH WOOD SCREW
STEEL
26
flO x 1' PFH WOOD SCREW IMPERIAL ASTRAGAL TO DOOR
STEEL
27
JIO x 2' PFH WOOD SCREW
STEEL
28
MULLION CAP
WOOD
29
SILICONE CAULK CR LAWRENCE 33 C
SIUCONE
30
GLAZING COMPOUND (QSO BY ODL
SILICONE
31
BRAD TRIM NAIL 16GA. x 3 4' FOR 3 8' QUARTER. ROUND.
STEEL
32
3 8' QUARTER ROUND SIDELfTE STOP
WOOD
33
CORNER BLOCKS FOR STEEL DOOR BOTTOM RAIL
MDF
34
SCHLAGE KNOB SET JF51
STEEL
35
SCHLAGE DE40BOLT IB360 NOT SHOWN
STEEL
36
SIDELTTE STEEL FACE SHEET 24G4. 0.020- MIN. STEEL
STEEL
37
1 8- TEMPERED GLASS BY PPG
GLASS
38
ODL LITE FRAME SG SPARTECH POLYCOM PP5530 C13
POLYPROP.
39
PRESSURE TREATED MULLION BAR 3 4" x 4 9116 x 81 1 4"
P.T. WOOD
40
ALUMINUM EXTRUDED ASTRAGAL BY IMPERIAL
ALUMINUM
41
ASTRAGAL STRIKE PLATE BY IMPERIAL ,--
STEEL
42
YALE KNOB HERITAGE SERIES
STEEL
43
YALE DEADBOLT HERITAGE SERIES NOT SHOWN
STEEL
44
SIDEIJTE FRAME HEAD, SILL AND JAMBS (FINGER JOINTED PONDEROSA PINE)
WOOD
45
LITE FRAME BY TRINITY FOR 1 2' I.G.U.
POLYPROP.
46
1 2" INSULATED TEMPERED GLASS BY TRINITY AMPAC
GLASS
47
LITE FRAME BY TRINITY FOR 1' GLASS
POLYPROP.
48
1" INSULATED TEMPERED GLASS BY TRINITY AMPAC
GLASS
49
LUE FRAME SCREW 6 x 1 1 2' LONG PANHEAD BY TRINITY
STEEL
50
GLAZING COMPOUND DOW 1199
SILICONE
51
#10 WOOD INSTALLATION SCREW W1 1.50- MIN. EMBEDMENT
STEEL
52
DOOR LATCH STRIKE PLATE
STEEL
53
DOOR LATCH DEAD BOLT STRIKE PLATE
STEEL
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DATE 9-11-01
0
Prepared By:
5CALE. N.T.S.
* =
DWG. BY: JWJ
CHK. BY: S. SAFFELL
DRAWING NO.:
BUILDING DROPS, INC.
S-2104
Phone: 954-399-8478
29578
Fax: 954-744-4738
sHEEf 2 of 8
SEE NOTE 4
ON SHT. 4
a0
g.
0.75" MI . a e •'
EDGE DI
a
CONCRETE/
MASONRY
BY OTHERS
�\\
51 10
1 17
SEE DETAIL 5
ON SHEET 5
0.250" MAX. S HORIZONTAL CROSS SECTION
• LATCH JAMB TO BUCK
SHIM
SEE NOTE i
ON SHE 4 26
17 15 1 7 40 52 7 1 15 214234
INACTIVE EXTERIOR ACTIVE
- 1.750 MIN /
PANEL THK
—� INTERIOR
SEE NOTE 4 SEE DETAIL
ON SHE 4 24 1 ON THIS 10 1 17
SHEET
E HORIZONTAL CROSS SECTION
AT IMPERIAL ASTRAGAL
INTERIOR / /
2 SEE NOTE 7
ON SHE 4
0
a
C1mo"n
°
<
a N
W
� x r.
N7
Y a
CONCRETE/
MASONRY
BY OTHERS
�
Z N
,a a 0.75" MIN.
Iv o
H
SEE DETAIL 5 J EDGE DIST
oo
E
ON SHEET 5
/
3 a a
"z
D HORIZONTAL CROSS SECTION a
HINGE JAMB TO BUCK 0.250" MAX.
�1.50'
SZz
s
i o�
m
SHIM
MIN.
EMBED.
'o
oe�
o
O
c.t €
O
C 1 3
r...
40
Q
ASTRAGAL THROW BOLTS (2) TOTAL; (1 EACH)
D
a
r-
i 3
ti o
r-
EXTERIOR r 0.31 " DIA x 9.0" LG. AT TOP & BOTTOM
m IIIIII''�'�L'�IIIII
�i•
DETAIL 1
ASTRAGAL TO STILE ATTACHMENT
NOTE: ITEM 24 NOT SHOWN THIS
VIEW FOR CL`R(Ii jjjji,,
.����cS F. Tu.,
`�. �r ,. • cp •�
'
* 7 * -
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a
r2PE rPEtj Qrt a 29575
Prepared By
Q
BUILDING DROPS, INC.
Phone: 954-399-8478
Fox.- 954-744-4738
DATE: 9-11-01
SCALE N.T.S.
DWG. BY: JWJ
cnx. Br: S. SAFFELL
DRAWING NO.:
S-2104
sNEET 3 OF 8
SEE NOTE 4
ON SHT. 4
SEE NOTE
ON SHE
SEE GLAZING 36 j A
DETAILS.
SHEET 7SEE NOTE 6 29 ��� \�� ON HT. 4SEE NOTE 5ON SHT.4AIL 5
0.750" ET 5
39
HORIZONTAL CROSS SECTION
4 AT SIDELITE TO LATCH JAMB
SEE NOTE 5
66 ON SHT. 4 25
SEE DETAIL 5
ON SHEET 5
/-G1 HORIZONTAL CROSS SECTION
J AT SIDELITE TO HINGE JAMB
NOTES: CONCRETE/
1. SPACING FOR ITEM J26 THE #10 x 1" PFH SCREWS ATTACHING THE IMPERIAL ASTRAGAL TO THE INACTIVE DOOR IS MASONRY
AS FOLLOWS. FROM THE TOP DOWN & THE BOTTOM UP: 1.0 , 2.5, 4.0 , 5.5", 13.0 , 18.0" & 26.0". BY OTHERS
2. SPACING FOR ITEM J23 THE III x 1 1/2" PLASCREW IS AS FOLLOWS:
TOP & BOTTOM. HORIZONTALLY. SIDELITE PANEL: 3.0' IN FROM EACH CORNER.
ON THE SIDES, VERTICALLY FOR THE SIDELITE PANELS: 3.0 , 13.0 , 26.0", 39.0 52.0" & 63.0 °
3. SPACING FOR ITEM #31 THE 16GA x 3/4" BRAD TRIM NAIL ATTACHING THE QUARTER ROUND TO THE SIDELITE AND
ITEM 19 THE 16GA. X 1" BRAD TRIM NAIL ATTACHING THE MULLION CAP TO THE MULLION BAR VERTICALLY, IS AS
FOLLOWS. TOP & BOTTOM HORIZONTALLY (FOR THE 3/8" QUARTER ROUND): 7.25" IN FROM EACH CORNER WITH
(1) NAIL MID -SPAN.
ON THE SIDES VERTICALLY (FOR BOTH 318' QUARTER ROUND & MULLION CAP) 1.25" FROM EACH END & SIX MORE
EQUALLY SPACED ON THE FIELD. c °°
4. WHEN ATTACHING THE STRIKE PLATE TO THE JAMB AND BUCK USE ITEM §25, A J8 x 2 1/2" PFH WOOD SCREW. a
WHEN ATTACHING THE STRIKE PLATE TO THE JAMB AND SIDELITE JAMB AT THE MULLION USE ITEM #24, A #8 x 2" °
PFH WOOD SCREW. • •..
5. S M 25 THE �8 x 2 1/2" PFH WOOD SCREWS ATTACHING THE JAMBS TOGETHER AT THE MULLION, ° a
6.0" FROM EACH VERTICAL CORNER WITH (4) MORE SCREWS EQUALLY SPACED ON THE FIELD,
6. EL IS SECURED INTO THE SIDELITE JAMB W/ ITEM J29 SILICONE CAULK ON THREE SIDES AND °
ROUNDS SECURED WITH ITEM 131 BRAD TRIM NAILS x 3/4" LONG. 0.75" MIN. °
7. ATTACHING THE HINGE TO THE JAMB AND BUCK USE ITEM J17, A J10 x 2" PFH SCREW. WHEN ATTACHING EDGE DIST
THE JAMB AND SIDELITE JAMB AT THE MULLION USE ITEM 114, A #10 x 1 3/4" PFH WOOD SCREW.
8. IN OR #49 THE #6 x 1 1/2' PMHE40 SCREW (TRINITY UTEFRAME) IS AS FOLLOWS:
SIDELITE LgRME FROM THE TOP DOWN CALL3.25 , 18.0625 , 32.8125 , 4Z5625" & 62.6257. • -
SID ME TOP & BOTTOM. FROM THE LEFT: ONE (1) SCREW AT 4.4375". °
9. A-0tVATE&ffcRErE1mAsoNRy INSTALLATION ANCHORS OF EQUIVALENT PERFORMANCE CHARACTERISTICS CAN BE
US, PROVAL OF THE ARCHITECT OR ENGINEER OF RECORD FOR THE PROJECT OF INSTALLATION.
10. 11 M EN INSTALLING INTO WOOD SUBSTRATE AT HEAD & JAMBS. USE ITEM 125 WHEN INSTALLING INTO
ITEM J15 WHEN INSTALLING INTO CONCRETE/MASONRY SUBSTRATE AT SIDELITE SILLS.
NOTE 3
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I AMB DETAIL 3 — ® THRESHOLD DETAIL 4
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Phone: 954-399-8478zes/e
Fax: 954-744-4738
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MAX.
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0.530. 0.140" - 1.750- -1 f 1.750- I - -12.521" 2.519' 21' o
OCORNER BLOCK FOR O COMPRESSION WEATHERSRRP P' o
33 ip �1/2- I.G. TRINITY LITE FRAME 47 1" I.G. TRI I AM 38 1 8- S.G. ODL LITE FRAME o SH
STEEL BOTTOM RAIL SCHLEGEL O-LON ODS 650 U POLYPROR POLYPROP. POLYPROP. � o 3 w
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TRINITY PLASTIC LITE KIT MATERIAL TRINITY PLASTIC LITE KIT MATERIAL ODL PLASTIC LITE KIT MATERIAL a
1.500" -{ APPROVED UNDER NOA #07-0828.01 APPROVED UNDER NOA L07-0828.01 APPROVED UNDER NOA 10-1209.01 $ = zo 0
1.250- 0.868- � 5 m `-
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F-� 1.025" L-{ 1.381" O'0.097- ��
F� 4.000"
4ASTRAGAL AL) ASTRAGAL STRIKE PLATE IMPERIODOOR LATCH STRIKE PLATE DOOR LATCH DEAD O `*
( 52 STEEL 53 BOLT STRIKE PLATE Y8 MULLION CAP 5 HAGER STEEL BUTT HINGE - N N w
40 6063-T6 ALUMINUM 41 (IMPERIAL 0.125" STEEL) O STEEL
OPINE (81.25- LONG) O4- x 4- x 0.097" THK. STEEL T s r
11.875"
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HARDWARE USED 4 041 " :X ZE :E
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WWOOD INSERT
2-1
DATE' 9-11-01
7 O _ Prepared By. SCALEN.T.S.
iwi
T T r Q cHx. BY: S. SAFFELL
Q P .• ((� ` ONAwANG NO.:
WOOD LOCK BLOCK �� RA•U �� BUILDING DROPS, INC. S-2104
15 FlNGER JOINTED PONDEROSA PINE i Ei1CH �+� Phone. 954-399-8478
FBK k9pl a 2e575 Fox: 954-744-4738 SHELF 8 OF 8