HomeMy WebLinkAboutSTEEL DOOR INSTALLATION DETAILSJELD-WEN DOOR
INSTALLATION DETAILS
CONTOURS STEEL DOOR, STEEL EDGE
IN DUMBARTON REDI-FLEX 90 MIN. STEEL FRAME
UP TO 3'-0" X 7'-0" OUTSWING/INSWING
FLORIDA BUILDING
TAB 20341.
IUDING CODE (I.B.C.) & INTERNATIONAL
PRODUCT IS TESTED TO: TAB 201-94, TAB 202-94.
2. IX AND 2X WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE WOOD
BUCKS MUST MVE A SPECIFIC GRAVITY OF OA2 OR GREATER
3. PRODUCT ANCHOR TYPES AND SPACING ARE SHOWN ON SHEET 6. DIMENSIONS SHOWN FOR ANCHOR SPACING ME ALWAYS
FROM EDGE OF UNIT FRAME. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.
4. THIS DOCUMENT SUPERCEDES OTHER ANCHOR INSTALLATION INSTRUCTIONS FOR IMPACT RATED DOORS.
FOR OTHER IMPORTANT INSTALLATION INSTRUCTIONS, REFER TO JELD-WEN DOCUMENT
INSWING
NOTE: INSWING ANDIOR ADA SILL PRODUCT HAS
ovm�
NOT BEEN RATED FOR WATER INFILTRATION. IF
AUTHORITY HAVING JURISDICTION REQUIRES
THAT PRODUCT MEETS THIS REQUIREMENT,
PRODUCT SHALL BE USED WHEN INSTALLED AT
LOCATION PROTECTED BY OVERHANG SUCH
THAT OVERHAtIG (OH) RATIO = OH LENGTH . OH
HEIGHT IS 9 1.0
OUTSWING PRODUCT MEETS WATER
INFILTRATION AT DP55 (6.25 psf.)
UM0
COMPONENT LIST
Material
X FRAME HINGE JAMB 16GA STEEL IS DUNBARTON)
STEEL
EX FRAME HEAD JAMB 16GA STEEL (BY DUNBARTON)
STEEL
3
REDIFLEX FRAME LATCH JAMB 16GA STEEL (BY DUNBARTON)
STEEL
4
REDIFLEX FRAME HEADER CLOSURE 18GA. STEEL (BY DUNBARTON)
STEEL
5
#10 PHILLIPS FLATHEAD WOOD SCREW WITH I VZ'MIN. EMBEDMENT
STEEL
6
#8 X TPHILLIPS FLATHEAD WOOD SCREW
STEEL
7
COMPRESSION WEATHERSTRIP (0-LON OEBD-650)
VINYL
8
AFCOOUTSWING THRESHOLD NA-117-FR 6063-T6
Al-loomposite
9
� 99 X 314 PHILLIPS FLATHEAD WOOD SCREW
STEEL
10
#10.24 X 1/2' PHILLIPS FLATHEAD MACHINE SCREW
STEEL
11
311WITW TAPCON ANCHOR WITH I 1/4"MIN.EMBEE)MENT
STEEL
12
AFCO INSWING THRESHOLD 4 P-2000 F 6063-TO
AL/wmp site
13
VINYL DOOR BUFTOM SWEEP BY AFG0 #DD-354-FR
14
4" x 4" BUTT STANDARD HINGE 13GA STEEL (.085" MIN)
STEEL
15
4" x 4" BUTT SPRING HINGE 12gA 05'MIN)
RMN
STEEL
f6--
SCHLAGE A53PL) PA�UAUL LUJR O_ R
I U I ILIZING ANSI -
A156.5 GRADE 2 AND ULICB 3-HOUR FIRE RATINGS
STEEL
17
SCHLAGE 8560P DEAD BOLT LOCK OR EQUIVALENT UTILIZING ANSI -
A156.5 GRADE 2 AND UL10B 3-HOUR FIRE RATINGS
STEEL
18
148-32 X 319'PHILLIPS FLATHEAD MACHINE SCREW
STEEL
19
#6 X I 114"PHILLIPS FLATHEAD WOOD SCREW
STEEL
20
010 X 3141 SELF DRILLING SCREW
STEEL
21
SSMA STUD 5US162-M (MIN. Fr- 33 KSI, 18 GAL)
STEEL
22
2x WOOD BUCK: S.G. �= OA2 SPRUCEJPINEIFIR S.P.F.)
WOOD
23
ENDURA ADA THRESHOLD
ALUMINUW
24
ITEM NOT USED
26
CORNER PADS 2'. (NOT SHOWN) LOCATED AT THE BOTTOM OF EACH
JAMB LEG, SITTING ON TOP OF THE SILL, BEHIND THE WEATHERSTRIP
PLASTIC
WHICS (PRF-HUNG EXTERIOR ENTRY DOORS) FOUND ON THE JEUD-WEN WEBSITE; Item -
JEL��N.CO�RODUCT�SUPPORr,DOCUMENT�NSTA�PON-INSTRUCVONS
I REDIFLE
5. FOR DESIGN PRESSURE RATINGS. SEE TABLE 1. SHEET 1. 2 REDIFL
3815116-FRAME 38 1 W1 6' FRAME
TYR TYP.
35 3/4'MAX. 35 314- MAX.
OA O.A.
PANEL TYP. PANELTYP.
ul
T
OPAQUE OPAQUE
3-0 X 7-0 OUTSWING ELEVATION 3-0 X 7-0 INSWING ELEVATION
SINGLE CX) SINGLE'(X)
SCANNED
BY
St. Ludle County
Digitally signed by Hemes F. Norem, P.E.
Reason: I am approving this document
Date: 2015.02.1811:56:55 -05'OW
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m r= 7. UPTOTO-XMINSMNG�NING 3737 Lakepom Blvd.
IGamath Falls, OR 97601
OUTSWMIGVEKrICALAND'HORIZOtiTALSECrIOUS Phme: (541) 882-3451
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3737 Lakeport Blvd.
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Klamth Falls, OR 97601
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3737 Lakepoft Blvd.
Klamath Falls, OR 97601
INSWING VERTICAL AND HORIZONTAL SECTIONS
Phone: Ml) 882-3451
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SCREW ANCHORS
15 THROUGH 2X WOOD BUCK FRAME
INTO WOOD SUB BUCK
OR MASONRY/CONCRETE
71'whW
Sir TYP.
49116-
REF.
17 " TYP.
-1116-1
SILL NOTCH DETAIL
FOR -66TSWING SILL
9- MAX. O.C. TYP.--i
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SCREW ANCHORS
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40 THROUGH DUNBARTON FRAME INTO
SUB BUCK OR STEEL STUD
SEE DEWL
B6
TYR
22 THROUGH STEEL STUD
INTO MASONRY/CONCRETE FRAME
-i
080 �AM SLOT TYP. DETAIL B6 CE
TAUS TO BE BENT FRAME ASSEf�BLY
EKTE-10-11,'UERIOR
p AT SILL ENDS
DETAIL A6
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AT HEAD
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