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WOOD -EDGE STEEL DOOR UNIT
6'-8" DOUBLE DOOR WITH / WITHOUT SIDELITES
GENERAL NOTES
1. EVALUATED FOR USE IN LOCATIONS ADHERING TO
THE FLORIDA BUILDING CODE AND WHERE PRESSURE
REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM
DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES,
DOES NOT EXCEED THE DESIGN PRESSURES LISTED.
2. HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS NOT REQUIRED ON
OPAQUE PANELS, BUT IS REQUIRED ON GLAZED SIDELITES.
3. WHEN INSTALLED IN THE WIND-BORNE DEBRIS REGION,
EXCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ),
HURRICANE PROTECTIVE SYSTEM IS NOT REQUIRED ON OPAQUE
PANELS OR PANELS WITH IMPACT GLASS, BUT IS REQUIRED
ON PANELS WITH NON -IMPACT GLASS.
4. POLYURETHANE CORE FLAME SPREAD INDEX OF 50
AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84.
5. PLASTICS TESTING:
TEST DESCRIPTION DESIGNATION LITE FRAME
SELF IGNITION TEMP
ASTM D1929
842 'F > 650 'F
RATE OF BURNING
ASTM D635
1.28 IN/MIN
SMOKE DENSITY
ASTM D2843
70.2%
TENSILE STRENGTH* ASTM D638
1 1.8% DIFF
* COMPARATIVE TENSILE STRENGTH AFTER WEATHERING
4500 HOURS XENON ARC METHOD 1
SINGLE_ DOOR UNIT
DOUBLE DOOR UNIT
SINGLE DOOR UNIT
WITH SIDELITE
SINGLE DOOR UNIT
WITH SIDELITE
21" MAX
149" MAX. OVERALL FRAME WIDTH
36.375" MAX.
PANEL WIDTH
W/ASTRAGAL
DOUBLE DOOR UNIT WZSIDELITES
Due
SINGLE DOOR UNIT aZ2QELLjES
37.5" MAX.
FRAME WIDTH
DOUBLE DOOR UNIT WI IDELITES
DESIGN PRESSURE
RATING
WHERE WATER
REQUIRED TO
INFILTRATION PERFORMANCE IS
BE 15% OF DESIGN PRESSURE
CONFIG
MAX WIDTH
INSWING
OUTSWING
INSWING
BUMPER 0 S
Z-SERIES 0 S
HIGH
DAM 0 S
T4
0 S
HP BUMP 0 S
X
37.5
+70.0
-70.0
+70.0
-70.0
N
A
+20.0
-20.0
+30.0
-30.0
+50.0
-50.0
+50.0
-50.0
+50.0
-50.0
XX
74
+55.0
-55.0
+55.0
-55.0
N/A
+20.0
-20.0
+30.0
-30.0
+50.0
-50.0
N
A
N/A
OX or XO
75
+55.0
-55.0
+55.0
Z -55.0
N
A
+20.0
4-20.0
+30.0 4
-30.0
+50.0
-50.0
N
A
N
A
OXO
112.5
+55.0
-55.0
1 +55.0
4 -55.0
N
A
+20.0 4
-20.0
+30.0 4
-30.0
+50.0
4 -50.0
N/A
N
A
OXXO
149
+55.0 Z
-55.0
1 +55.0
Z -55.0
N/A
+20.0
-20.0
+30.0
-30.0
+50.0
-50.0
N/A
N/A
TABLE OF
CONTENTS
SHEET #
DESCRIPTION
1
TYPICAL ELEVATIONS &
GENERAL NOTES
2
ANCHORING LOCATIONS
& DETAILS
3
ANCHORING LOCATIONS
& DETAILS
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FLORIDA P.E.
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DATE: 5126117
SCALE: N. T. S.
DWG. BY: SWS
CHK. BY:
DRAWING NO.:
DWG-MA-FLO211-17
SHEET 1 OF 3
i3"
SEE DETAI
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3"
#8 x 2"
#8x2"
DETAIL "D"
6"3. LSEE DETAIL 3" }- "6"
DETAIL "C"
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DETAIL "E" ASTRAGAL
ATTACH ASTRAGAL RETAINER BOLT
STRIKE PLATE TO FRAME
AS SHOWN.
0.962" 1 1
1.375" 1 1.437"
T mtxDT C73T
INSWING THRESHOLD BUMPER 0 S THRESHOLD T4 O/S THRESHOLD
1
1.482"
T
Z-SERIES O/S THRESHOLD
1
1.75" } 1.047"
T 1
HIGH DAM O/S THRESHOLD
1
1.437"
T
HP O/S THRESHOLD
HOT MELT
ELASTOMER
HOT MELT
ELASTOMER
0
Lo
N
Lo
ui
6"
;EE DETAIL
C'•
6"
ASTRAGAL RETAINER BOLT HOLE
MUST BE DRILLED THROUGH
THE THRESHOLD & INTO THE
STRUCTURE DEEP ENOUGH
FOR A 1.375" THROW
DETAIL "F" ASTRAGAL
#6 X 1-1/2" PHS
BITE
EXTEaLQa + ' INTERIOR
TYPICAL GLAZING DETAIL
NON -IMPACT GLASS
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DATE: 5126117
SCALE: N.T.S.
DWG. BY: SWS
CHK. BY:
DRAWING NO.:
DWG—MA—FLO211-17
SHEET 2 OF 3
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SEE DETAIL
"C" SHT. 2
ATTACHMENT DETAIL
1. ANCHOR ANALYSIS FOR
LOADING CONDITIONS PREPARED,
SIGNED AND SEALED BY
ROBERTO LOMAS, PE
(FLORIDA #62514) WITH
THE LOWEST (LEAST)
FASTENER RATING FROM
THE DIFFERENT FASTENERS
BEING CONSIDERED FOR
USE. JAMB, HEAD, AND
THRESHOLD FASTENERS
ANALYZED FOR THIS UNIT INCLUDE
# 10 WOOD SCREWS OR
1 /4" TAPCONS. A PHYSICAL
SHIM MUST BE PLACED
IN SHIM SPACE AT EACH ANCHOR
LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2".
WOOD SCREW EDGE DISTANCE MIN 3/4".
1.25"
MIN
2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM
ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT
OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE
MINIMUM EMBEDMENT OF 1-1/4".
3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO
TRANSFER LOADS TO STRUCTURE.
4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 155 LBS.
3'-
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SHIM
TYPICAL MASONRY
ANCHOR INSTALLATION
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3"
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3"
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3"6"
6"
'MIN,.
MAX"
SHIM
CL —I I—
TYPICAL
WOOD
BUCK
ANCHOR
INSTALLATION
1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND
SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED
AT 5-1/2" CENTERLINE.
2. 4" X 4" FULL MORTISE BUTT HINGES.
1"X1/2" CORRUGATED #10X2" WOOD SCREW
3" FROM EACH END 6" FROM EACH END
AND 7" OC AND 12" OC
J ACRYLIC
LATEX
CAULK
ACRYLIC j
LATEX
CAULK CL
COMBINATION WOOD
MULLION (BOXED)
}
COMBINATION WOOD
MULLION (BOXED)
(3) # 10X2-1 /2"
WOOD SCREWS
EACHEND
I®
INTEGRAL WOOD
MULLION (CHS)
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S.
DATE: 5126117
SCALE: N.T.S.
DWG. BY: SWS
CHK. BY:
DRAWING NO.:
DWG-MA-FLO211-17
SHEET 3 OF 3