383 3rd St RES20-0153 FL14569_R10_II_JW0509-04_Installation 2 OF 3_1\
JELDWEN® Steel
CONTOURS STEEL DOOR, WOOD EDGE
6-8 /NSWING /MPACT GLAZED S/NGLE OR DOUBLE DOOR UNIT
UTILIZING COMPONENTS FROM ODY /NC. AND
ENDURA PRODUCTS /NC.
GENERAL NOTES
1. THIS PRODUCT IS DESIGNED TO COMPLY WITH THE CURRENT FLORIDA BUILDING
CODE (FBC), INCLUDING HVHZ AND HAS BEEN EVALUATED IN ACCORDANCE WITH
THE FOLLOWING:
TAS 201-94
TAS 202-94
TAS 203-94
2. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER
LOADS TO THE STRUCTURE.
3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS.
ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING
OR STUCCO.
4. DESIGNED PRESSURE RATING SEE TABLE 1, PAGE 1.
5. THIS PRODUCT DOES NOT MEET THE WATER REQUIREMENTS FOR HIGH
VELOCITY HURRICANE ZONE (HVHZ)
6. PRODUCT REQUIRES PROTECTIVE COVERING IN ACCORDANCE TO THE FBC IN
HVHZ
RESIDENTIAL INSULATED STEEL DOOR (Common to all frame conditions)
DOOR LEAF CONSTRUCTION:
Face sheets: 24 GA (0.021" min) thickness. Galvanized steel A-525
commercial quality AKDQ per ASTM 620 with average minimum yield
strength Fy(ave)=30627 psi.
Core Design: Expanded polystyrene with 1.0 to 1.25 lbs density, by Jeld-Wen Inc.
Panel Construction: The active and inactive panels are constructed from 24 GA
(0.021" min) galvanized steel. The face sheets at top and bottom are bent 90' over
the top and bottom rails. The top rail measures 1.0" high x 1.688" wide. The steel
bottom rail measures 1.21" high x 1.688"wide. The sides ofthe face sheets are roll
formed into the latch and hinge stiles which measure 1.00" high x 1.688" wide. The
interior cavity is filled with expanded polystyrene. The face sheets are glued to the
expanded polystyrene. The panels are cut out for the two-piece ODL Aluminum
ALLEN frame. Units are glazed with tempered and laminated impact 1" IG. On
double door applications the inactive door is fitted with an extruded aluminum
astragal of 6063-T5 alloy, manufactured by Endura.
Frame Construction: The frames are constructed of fingerjointed pine jambs
measuring 4-9/16" x 1 -1/4". The head jambs are mortised and butt joined to
the side jambs, and attached with three (3) 16GA 7/16" crown x 2" long
staples on each side. The threshhold is attached to the side jambs with
three (3) 16GA 7/16 " crown x 2" long staples on each side.
Glazing: ODL insulated lite is 1 " overall thickness, consisting of one (1)
pane of 0.125" tempered glass; 0.5" air space; two (2) panes of 0.125"
annealed with .090" PVB interlayer by Solutia. All lites are sandwiched
glazed into the panels.
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FRAME WIDTH
35 3/4 MAX.
PANEL WIDTH
20 1/2"
- MAX -
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74" MAX. OVERALL
FRAME WIDTH
36 1/2" MAX.
PANEL WIDTH
W/ASTRAGAL
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20 1/2"
MAX.
D.L.0.
INACTIVE
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20 1/2"
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DOUBLE INSWING UNIT (XX)
SCALE: 1/2" =1'-0"
ALL DOOR MODELS ARE V/EWED
FROM THE INTERIOR SIDE
DESIGN PRESSURE RATING
WHERE WATER INFILTRATION
REQUIREMENT IS NOT NEEDED OR
PROTECTED BY OVERHANG. *
WHERE WATER INFILTRATION
REQUIREMENT IS NEEDED.
NOT APPROVED
NOT APPROVED
+60.0 PSF
-65.0 PSF
* Unit shall be installed at location protected by overhang such that
overhang ratio (OH) = OH length/OH height greater than 1.0
SHEET #
1
2
3
4
5
6
7
TABLE OF CONTENTS
DESCRIPTION
TYPICAL ELEVATIONS
VERTICAL CROSS SECTION & BILL OF MATERIAL
HORIZONTAL CROSS SECTIONS
OPTIONAL 1 X BUCK IN MASONRY/CONCRETE CROSS SECTIONS
ANCHORING LOCATIONS
COMPONENT DETAILS
UNIT COMPONENTS
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NOTES:
1 - ALL VIEWS FROM INTERIOR.
2 - FOR HORIZONTAL ANCHOR IN 1 X BUCK OPTION IN
MASONRY/CONCRETE. SEE SHEET 4 FOR DETAILS.
3 - FOR VERTICAL ANCHOR IN 1 X BUCK OPTION IN
MASONRY/CONCRETE. SEE SH@T, 41'lii}17 DETAILSA .///'
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Digitallysigned by Hermes F. Norero, P.E.
Reason: I am approving this document
Date: 2015.02.09 11:11:05 -05'00'
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DESCRIPTION
SIDE JAMB (1 1/4"x 4 9/16" FINGERJOINTED PINE)
HEAD JAMB (1 1/4"x 4 9/16" FINGERJOINTED PINE)
4" x 4" BUTT H/NGE 12GA. (.089" M/N)
#9 x 1" PHILLIPS FLATHEAD WOOD SCREW
#10 PHF SCREW WITH 1 1/2" MIN. EMBED.
#10 X 2" PH/LL/PS FLATHEAD WOOD SCREW
#8 X 3" PHILLIPS FLATEHEAD WOOD SCREW
#8X1 " PHILLIPS FLAT HEAD WOOD SCREW
COMPRESS/ON WEATHERSTRIP (Q-LON QDS-650)
/NSW/NG ADJUSTABLE THRESHOLD (ENDURA)
ASTRAGAL THROW BOLT, STEEL ROD, 5/16 x 18"
ASTRAGAL BOLT STRIKE PLATE LOCATED
ON HEAD JAMB
16 Go. 7/16" CROWN x 2" LONG STAPLES
KW/KSET LOCK SER/ES 400
KWIKSET DEADBOLT SER/ES 780
ENDURA ULT/MATE HURR/CANE ASTRAGAL
2x WOOD BUCK
2x WOOD BUCK
NON COMPRESSION SH/M
DOW 995 S/L/CONE SEALANT
1 " /MPACT /G ASSEMBLY BY ODL
1/8" TEMPERED GLASS
3/8" LAM/NATED ANNEALED GLASS
LOCK BLOCK
TOP RAIL (FINGER JOINTED LVO
BOTTOM RA/L (25GA M/N GALVAN/ZED STEEL)
EXPANDED POLYSTYRENE (1.0 TO 1.251bs DENSITY BY JELD-WEN)
STEEL DOOR PANEL SK/N MATERIAL (24GA GALVAN/ZED)
A-525 COMMERC/AL QUAL/TY 0.021 " MIN. THICK.)
ODL LIm ALLEN FRAME (ALUM 6063 15)
H/NGE S/DE ST/LE (F/NGER JOINTED LVL)
LATCH S/DE ST/LE (F/NGER JOINED LVU
#8 x 2" PHILLIPS FLATHEAD WOOD SCREW
/NSW/NG V/NYL DOOR BOTTOM SWEEP
3/16" ITW BUILDEX TAPCON WITH 1.25" MIN. EMBEDMENT
OPT/ONAL 1 x WOOD BUCK
Material
PINE
PINE
STEEL
STEEL
STEEL
STEEL
STEEL
STEEL
V/NYL
ALUMINUM
STEEL
STEEL
STEEL
STEEL
STEEL
ALUM/NUM
WOOD
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S/L/CONE
GLASS
GLASS
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WOOD
LVL
STEEL
FOAM
STEEL
GALVANIZED
ALUMINUM
LVL
LVL
STEEL
V/NYL
STEEL
WOOD
FOR TAPCON MASONRY AND WOOD SCREW ANCHOR
SPACING (ITEMS #5 & #34), SEE SHEET 5.
MASONRY AND CONCRETE INSTALLATION DETAILS.
FOR VERTICAL ANCHOR IN 1 X BUCK OPTION IN
MASONRY/CONCRETE. SEE SHEET 4 FOR DETAILS.
OPTIONALLY, ANCHOR CAN BE PLACED IN NARROW
SECTION OF HEAD OR JAMB AS LONG AS MINIMUM
EMBEDMENT IS ACHIEVED.
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NOTES:
ASTAGAL FASTENER SPACING DETAIL F, SHEET 6. (TOTAL OF 14 SCREWS).
LATCH AND DEADBOLT STRIKE PLATES MOUNT TO ASTRAGAL WITH ADJUSTABLE NUT PLATES.BOTH PLATES REQUIRE 08 X 3" PHILLIPS FLAT HEAD WOOD SCREWS.
2x BUCK TO SUBSTRATE FASTENING MAY UTILIZE OPTIONAL 3/16" ITW BUILDEX TAPCON.
FOR TAPCON MASONRY AND WOOD SCREW ANCHOR SPACING (ITEMS #5 & #34), SEE
SHEET 5.
FOR HORIZONTAL ANCHOR iN 1 X BUCK OPTION IN MASONRY/CONCRETE. SEE SHEET 4 FOR
DETAILS.
OPTIONALLY, ANCHOR CAN BE PLACED IN NARROW SECTION O*S)f.JA *'SONGAS MINIMUM EMBEDMENT IS ACHIEVED.
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