HomeMy WebLinkAboutHardy-Sauer FL NOA 22363.6n� MASONITE.
IMPACT GLAZED FIBERGLASS 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. 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.
4. POLYURETHANE CORE FLAME SPREAD INDEX OF 50
AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84.
5. PLASTICS TESTING:
TEST ❑FSCRIPTION f1FSIr:NeTIr)m PArrinlc I ITC ronur
SELF IGNITION TEMP
ASTM D1929
1 752 'F > 650 'F
842 'F > 650 'F
RATE OF BURNING
ASTM D635
0.56 IN MIN
1.28 IN/MIN
SMOKE DENSITY
ASTM D2843
53.4%
70.2%
TENSILE STRENGTH*
ASTM D638
3.2% DIFF
1.8% DIFF
6. PLASTICS TESTING OF WORLDWIDE COMPOSITE FRAME (WHERE USED):
TEST DESCRIPTION DFSIGNATION RFSI II T
SELF IGNITION TEMP
I ASTM D1929
779 -F > 650 'F
RATE OF BURNING
ASTM D635
0.0 IN MIN
SMOKE DENSITY
ASTM D2843
39.0%
TENSILE STRENGTH*
ASTM D638
3.67. DIFF
c;UMHAKAIIVE TENSILE STRENGTH AFTER WEATHERING
4500 HOURS XENON ARC METHOD 1
7. MAXIMUM GLASS SIZES COMPLY WITH ASTM E1300 FOR THE
DESIGN PRESSURES LISTED.
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SINGLE DOOR UNIT
DOUBLE DOOR UN T
0
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$1NGLE DOOR UNIT
WITH SIDELITE
DESIGN PRESSURE RATING
+50.0 -50.0
+50.0 -
+50.0
-50.0
+50.0 -
+50.0
-50.0
+50.0 -
+50.0
-50.0
+50.0 -
+50.0
/ -50.0
+50.0 -
149" MAX. OVERALL FRAME WIDTH
21 " MAX
36.375" MAX.
D.L.O. --
PANELW/ASTRAGAL WIDTH
37.5" MAX.
FRAME WIDTH
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SINGLE DOOR UNIT
WITH SIDELITE
N A +
N A +
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DOUBLE DOOR UNIT W SIDE ITES
SINGLE DOOR ,UNIT W SIDELITES
'HERE WATER INFILTRATION PERFORMANCE IS
EQUIRED TO BE 15% OF DESIGN PRESSURE
MPER O S I 7-SERIES O/S 1 T4 n c
+40.0 / -40.0 I +50.0
-25.0 +
-25.0 +
-25.0 +
-25.0 +
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DOUBLE DOOR UNIT WISIDELITES
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DATE: 4/26/ 17
SCALE. N.T.S.
DWG. BY: SWS
CHK. BY:
DRAWING NO.:
DWG-MA-FL0195-17 1
SHEET 1 OF 4
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THE THRESHOLD & INTO THE
STRUCTURE DEEP ENOUGH
FOR A 1.375" THROW
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DATE: 4126117
SCALE: N.T.S.
DWG. BY: SWS
CHK. BY:
DRAWING NO.:
DWG-MA-FLO195-17
SHEET 2 OF
C`E*i IICTAII
SEE DETAIL
"C" SHT. 2
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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".
2. ANCHORING INTO STEEL STRUCTURE MUST BE SUFFICIENT TO
ACHIEVE 3 THREADS MINIMUM BEYOND STEEL INTERIOR SURFACE.
1.25"
MIN
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" -
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TYPICAL MASONRY
ANCHOR INSTALLATION
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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.
F 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
J ACRYLIC
LATEX
CAULK
ACRYLIC
LATEX —
CAULK CL
COMBINATION WOOD COMBINATION WOOD
MULLION (BOXED) MULLION (BOXED)
(WOOD SCREW " S
EACH END
INTEGRAL WOOD
MULLION (CHS)
(4) 1OX2-12
WOOD SCREWS"
EACH END
INTEGRAL WW
MULLION (CHS)
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DAT
E: 4126117
SCALE: N.T.S.
DWG. BY: SWS
CHK. BY:
DRAWING NO.:
DWG-MA-FLO195-17
SHEET 3 OF 4
1" INSULATED GLASS
1" INSULATED GLASS
0.124" HEAT STRENGTHENED ---_ DECORATIVE INSERT 0.124" HEAT STRENGTHENED -DECORATIVE INSERT
0.090' SAFLEX (NOA 15-1201.11) (OPTIONAL) 0.090" SAFLEX (NOA 15-1201.11) (OPTIONAL)
0.124" HEAT STRENGTHENED—�+[ ii--.0124" TEMP. �—
0.124" HEAT STRENGTHENED—� 0124" TEMP.
BUTYL, FOAM, OR METAL SPACER -� 1/2" BITE BUTYL, FOAM, OR METAL SPACER 1/2' BITE
DOW 995 �
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EXTERIOR jNTERIQ$
TYPICAL GLAZING DETAIL
IMPACT RATED GLASS
DOW 995
1-1/4'INSULATED GLASS
0.124' HEAT STRENGTHENED INTERNAL MINIBLINDS
0.090' SAFLEX (NOA 15-1201.11) (OPTIONAL)
0.124" HEAT STRENGTHENED .0124" TEMP.
METAL SPACER 1/2" BITE
DOW 995 Q* l °,•,.
HOT MELT FOAM GLAZING TAPE
ELASTOMER
EXTERIOR INTERIOR
ALTERNATE GLAZING DETAIL
IMPACT RATED GLASS
EXTERIOR v INTEBIO
ALTERNATE .GLAZING DETAIL
IMPACT RATED GLASS
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UWG—MA—FLU 190-17