HomeMy WebLinkAboutMasonite Doors Revised 2017 FL4904-R7. SEC 2SIDE -HINGED 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. IN THE HVHZ, FACTORY PRIMED DOORS MUST BE PAINTED IN
ACCORDANCE WITH SECTION 2220 OF THE FBC.
4. POLYURETHANE CORE FLAME SPREAD INDEX OF 50
AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84.
5. PLASTICS TESTING OF LITE FRAME MATERIAL:
TEST DESCRIPTION DESIGNATION RESULT
SELF IGNITION TEMP
ASTM
D1929
740 *F > 650 *F
RATE OF BURNING
ASTM
D635
0.77 IN MIN
SMOKE DENSITY
ASTM
D2843
13.4%
TENSILE STRENGTH*
ASTM
D638
7.50% DIFF
* COMPARATIVE TENSILE STRENGTH AFTER WEATHERING
4500 HOURS XENON ARC METHOD 1
SINGLE DOOR UNIT
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DOUBLE DOOR UNIT
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SINGLE DOOR UNIT
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149" MAX. OVERALL FRAME WIDTH
TABLE OF CONTENTS
SHEET
# DESCRIPTION
1
TYPICAL ELEVATIONS & GENERAL NOTES
2
ANCHORING LOCATIONS & DETAILS
3
ANCHORING LOCATIONS & DETAILS
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SINGLE DOOR UNIT
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149" MAX. OVERALL FRAME WIDTH
21 " MAX 36.375" MAX.
- D.L.O. -- PANEL WIDTH 37.5" MAX.
W/ASTRAGAL FRAME WIDTH
DESIGN PRESSURE
RATING
WHERE WATER INFILTRATION PERFORMANCE IS
REQUIRED TO BE 15% OF DESIGN PRESSURE
CONFIG
MAX WIDTH
INSWING
OUTSWING
INSWING
OUTSWING
X
37.5
+76.0
-76.0
+76.0
-76.0
+19.0
-19.0
+55.0
-55.0
XX
74
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-55.0
+55.0
SINGLE DOOR UNIT
WITH SIDELITE
DOUBLE DOOR UNIT W/SIDELITES
LII M 1 1111
INGLE QQOR UNIT CS DJ ELITES
DOUBLE DOOR UNIT WISIDELITES
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FLORIDA P.E.
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DESIGN PRESSURE
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CONFIG
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SHEET 1 OF 3
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#8 x 2-112"
#10 x 2"
#10 x 5/8
#8 x 2-1/2"
#10 x 5/8
#10x2'
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INSWING THRESHOLD
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Certification No.:
Reviewed BY.
Date Revs
FRAME / DOOR
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TYPICAL GLAZING DETAIL
DATE: 7/11/05
SCALE: N. T. S.
DWG. BY: SWS
CHK. BY:
DRAWING NO.:
DWG-MA-FLO128-05
SHEET 2 OF 3
SEE DETAIL
"C" SHT. 2
ATTACHMENT DETAIL
1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED,
SIGNED AND SEALED BY LUIS R. 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 3/16" 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".
2. MULLIONS TO BE 2-1/2" X 4-3/8" STRUCTURAL GRADE
FJ PINE ON CONTINUOUS HEAD AND SILL UNITS. BACK TO
BACK JAMB UNITS JOINED WITH 1 " X 1/2" LONG
CORRUGATED FASTENERS LOCATED 3" FROM EACH END
AND MAXIMUM 7" O.C. OR #10 X 2" FLAT HEAD WOOD
SCREWS LOCATED 6" FROM EACH END AND MAXIMUM
12" O.C.
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 171 LBS.
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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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HARDWARE SCHEDULE
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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
M"
MAX"
SHIM
TYPICAL MASONRY
ANCHOR INSTALLATION
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DWG-MA-FLO128-05
SHEET 3 of 3
MIN"
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TYPICAL
WOOD
BUCK
ANCHOR
INSTALLATION
M"
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SHIM
TYPICAL MASONRY
ANCHOR INSTALLATION
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DWG-MA-FLO128-05
SHEET 3 of 3