770 AMBERJACK LN RESA23-0025 Masonite Ext Door Installation Instructions 11-6-23_1hi 1 MASONITE.
FLUSH GLAZED FIBERGLASS DOOR UNIT
6'-8" GLAZED 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. WHEN INSTALLED IN THE HIGH VELOCITY HURRICANE ZONE (HVHZ),
HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS REQUIRED.
3. WHEN INSTALLED IN THE WIND-BORNE DEBRIS REGION,
EXCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ),
HURRICANE PROTECTIVE SYSTEM IS NOT REQUIRED ON
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 OF FIBERGLASS FACING:
TEST DESCRIPTION DESIGNATION RESULT
6. PLASTICS TESTING OF WORLDWIDE COMPOSITE FRAME (WHERE USED):
TEST DESCRIPTION
SELF IGNITION TEMP ASTM D1929 752 'F > 650 'F
RESULT
DESIGN PRESSURE RATING
OVERHANG OR WHERE NO WATER REQUIRED
RATE OF BURNING ASTM D635 0.56 IN MIN
ASTM D1929
779 'F > 650 'F
SMOKE DENSITY ASTM D2843 53.4%
INSWING
RATE OF BURNING
TENSILE STRENGTH* ASTM D638 3.2% DIFF
0.0 IN MIN
HI DAM
6. PLASTICS TESTING OF WORLDWIDE COMPOSITE FRAME (WHERE USED):
TEST DESCRIPTION
DESIGNATION
RESULT
DESIGN PRESSURE RATING
OVERHANG OR WHERE NO WATER REQUIRED
SELF IGNITION TEMP
ASTM D1929
779 'F > 650 'F
MAX WIDTH
INSWING
RATE OF BURNING
ASTM D635
0.0 IN MIN
HI DAM
0 S
SMOKE DENSITY
TENSILE STRENGTH*
ASTM D2843
ASTM D638
39.0%
3.6% DIFF
* COMPARATIVE TENSILE STRENGTH AFTER
4500 HOURS XENON ARC METHOD 1
WEATHERING
TABLE OF CONTENTS
SHEET # DESCRIPTION
1 TYPICAL ELEVATIONS & GENERAL NOTES
2 ANCHORING LOCATIONS & DETAILS
3 1ANCHORING LOCATIONS & DETAILS
SINGLE DOOR UNIT
WITH SIDELITE
DES'.
a
P
co
149" MAX. OVERALL FRAME WIDTH
25" MAX 36.375" MAX.
D.L.O. PANEL WIDTH
W/ASTRAGAL
I
-1 'V)/"/\
FRAME WIDTH
1:1
DESIGN PRESSURE RATING
OVERHANG OR WHERE NO WATER REQUIRED
WHERE WATER
REQUIRED TO
INFILTRATION PERFORMANCE IS
BE 15% OF DESIGN PRESSURE
CONFIG
MAX WIDTH
INSWING
OUTSWING HANDICAP I S
BUMPER 0 S
Z -SERIES 0 S
HI DAM
0 S
X
+55.0
-60.0
+60.0 -55.0 +55.0 -60.0
+35.0
-35.0
+40.0
DOUBLE DOOR UNIT W%SIDELITES
Slid LE DOOR UNfT SINGLE DOOR UNIT W, SIDF-LITES
WITH SIDELITE
DOUBLE _)OOR UNIT W/SIDELITES
GN PRESSURE
RATING
1:1
DESIGN PRESSURE RATING
OVERHANG OR WHERE NO WATER REQUIRED
WHERE WATER
REQUIRED TO
INFILTRATION PERFORMANCE IS
BE 15% OF DESIGN PRESSURE
CONFIG
MAX WIDTH
INSWING
OUTSWING HANDICAP I S
BUMPER 0 S
Z -SERIES 0 S
HI DAM
0 S
X
+55.0
-60.0
+60.0 -55.0 +55.0 -60.0
+35.0
-35.0
+40.0
-40.0
+47.0
-47.0
XX
74
+55.0
-60.0
+60.0 -55.0 +55.0 -60.0
+35.0
-35.0
+40.0
-40.0
+47.OX
or XO
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75
+55.0
-60.0
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+55.0
-60.0
+60.0 -55.0 N A
+35.0
-35.0
+40.0
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149
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-60.0
+60.0 -55.0 N A
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#10 x 5/8
#10 x 1" DETAIL "E" ASTRAGAL
#10 x 2" ATTACH ASTRAGAL RETAINER BOLT
FRAME / DOOR STRIKE PLATE TO FRAME
DETAIL "D" DETAIL "C" AS SHOWN.
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° THE THRESHOLD & INTO THE
STRUCTURE DEEP ENOUGH
FOR A 1.375" THROW
DETAIL "F" ASTRAGAL
1 0.124" HEAT STRENGTHENED
0.090" SAFLEX (NOA 21-0216.01)
1.482" 0.124" HEAT STRENGTHENED 0.124" TEMP.
T
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HIGH DAM O/S THRESHOLD
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?:'• FACTORY APPLIED
FACTORY APPLIED •* POLYMER SEALANT
POLYMER SEALANT
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INTERIOR EXTERIOR
TYPICAL GLAZING DETAIL
IMPACT RATED GLASS
FACTORY
APPLIED
BACKBEDDING
0.124" TEMP.
FACTORY
APPLIED
BACKBEDDING
EXTERIOR INTERIO
TYPICAL GLAZING DETAIL
NON—IMPACT GLASS
ME
DATE: 8/10/15
SCALE: N. T. S.
DWG. BY: SWS
CHK. BY:
DRAWING NO.:
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SHEET 2 OF 3
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, 1/4" TAPCONS, AND #10 TEK SCREWS.
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". TEK SCREW EDGE
DISTANCE MIN 1/2".
1.25"
MIN
2. ANCHORING INTO STEEL STRUCTURE MUST BE SUFFICIENT TO
ACHIEVE 3 THREADS MINIMUM BEYOND STEEL INTERIOR SURFACE.
3. 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"
4. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO
TRANSFER LOADS TO STRUCTURE.
5. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 155 LBS.
3"
co
3"
MAX
SHIM
TYPICAL MASONRY
ANCHOR INSTALLATION
HARDWARE SCHEDULE
1.
KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND
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SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED
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4" X 4" FULL MORTISE BUTT HINGES,
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TYPICAL WOOD BUCK
ANCHOR INSTALLATION
MAX
SHIM
1X BUCK MASONRY
ANCHOR INSTALLATION
1"X1/2" CORRUGATED #10X2" WOOD SCREW
3" FROM EACH END 6" FROM EACH END
AND 7" OC AND 12" OC
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COMBINATION WOOD COMBINATION WOOD
MULLION (BOXED) MULLION (BOXED)
(WOOD SCREWS"
EACH END
INTEGRAL WOOD
MULLION (CHS)
(WOOD SCREWS"
EACH END
INTEGRAL WW
MULLION (CHS)
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CHK. BY:
DRAWING NO.:
DWC-MA-FLO182-15
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