345 BELVEDERE ST RESA21-0024 FL18582_R4_II_FL_0182 REV 12-14-21_1n� 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.
POLYSTYRENE CORE FLAME SPREAD INDEX OF 15
AND SMOKE DEVELOPED INDEX OF 115 PER ASTM E84.
5. PLASTICS TESTING OF FIBERGLASS FACING:
TEST DESCRIPTION DESIGNATION RESULT
SELF IGNITION TEMP
ASTM D1929
752 7 > 650 7
RATE OF BURNING
ASTM D635
0.56 IN/MIN
SMOKE DENSITY _
ASTM D2843
_
53.4%
TENSILE STRENGTH*
ASTM D638
3.2% DIFF
6. PLASTICS TESTING OF WORLDWIDE COMPOSITE FRAME (WHERE USED):
TEST DESCRIPTION DESIGNATION RESULT
SELF IGNITION TEMP
ASTM D1929
779 7 > 650 'F
RATE OF BURNING
ASTM D635
0.0 IN/MIN
SMOKE DENSITY
ASTM D2843
39.0%
TENSILE STRENGTH*
ASTM D638
3.6% DIFF
* COMPARATIVE TENSILE STRENGTH AFTER WEATHERING
4500 HOURS XENON ARC METHOD 1
A
•
•
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SINGLE DOOR UNIT DOUBLE DOOR UNIT
TABLE OF CONTENTS
SHEET #
DESCRIPTION
1
TYPICAL ELEVATIONS & GENERAL NOTES
2
ANCHORING LOCATIONS & DETAILS
3
ANCHORING LOCATIONS & DETAILS
SINGLE DOOR UNIT
WITH SIDELITE
MAX. FRAME HEIGHT 81.875"
}
X
to I-3
(0
25" MAX
D.L.O.
149" MAX. OVERALL FRAME WIDTH
36.375" MAX.
PANEL WIDTH
W/ASTRAGAL
37.5" MAX.
FRAME WIDTH
9
•
SINGLE DOOR UNIT
WITH SIDELITE
DOUBLE DOOR UNIT W/SIDELITES
•
•
SINGLE DOOR UNIT W/SIDELITES
Addendum to NA#I
Certs NQ.:. N O11"i i
t�1a U f� Ratwatily
2Q
PANEL HEIGHT 79.250"-
L
•
•
DOUBLE DOOR UNIT W/SIDELITES
DESIGN PRESSURE RATING
WHERE WATER INFILTRATION PERFORMANCE IS
REQUIRED TO BE 15% OF DESIGN PRESSURE
1
I
N___s
INSWING
e
e
HANDICAP I/S
BUMPER 0/S
Z -SERIES O/S
HI DAM 0/S
X
37.5"
+55.0 / -60.0
+60.0 / -55.0
+55.0 / -60.0
+35.0 / -35.0
+40.0 J -40.0
+47.0 / -47.0
XX
74"
9
•
SINGLE DOOR UNIT
WITH SIDELITE
DOUBLE DOOR UNIT W/SIDELITES
•
•
SINGLE DOOR UNIT W/SIDELITES
Addendum to NA#I
Certs NQ.:. N O11"i i
t�1a U f� Ratwatily
2Q
PANEL HEIGHT 79.250"-
L
•
•
DOUBLE DOOR UNIT W/SIDELITES
eri 419
KURT BALTHAZOR
FLORIDA P.E.
#56533
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DATE: 8/10/15
SCALE N.T.S.
DWG. BY: SWS
CHK. BY:
DRAWING NO.:
DWG-MA-FLO 182-15
SHEET 1 OF 3
DESIGN PRESSURE RATING
WHERE WATER INFILTRATION PERFORMANCE IS
REQUIRED TO BE 15% OF DESIGN PRESSURE
CONFIG
MAX WIDTH
INSWING
OUTSWING
HANDICAP I/S
BUMPER 0/S
Z -SERIES O/S
HI DAM 0/S
X
37.5"
+55.0 / -60.0
+60.0 / -55.0
+55.0 / -60.0
+35.0 / -35.0
+40.0 J -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
+47.0 J -47.0
OX or XO
75"
112.5"
+55.0 / -60.0
+55.0 / -60.0
+60.0 / -55.0
+60.0 / -55.0
N/A
N/A
+35.0 / -35.0
+35.0 / -35.0
+40.0 7 -40.0
+40.0 / -40.0
+47.0 / -47.0
+47.0 / -47.0
OXO
OXXO
149"
+55.0 -60.0
+60.0 -55.0
N A
+35.0 -35.0
+40.0 -40.0
+47.0 -47.0
eri 419
KURT BALTHAZOR
FLORIDA P.E.
#56533
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DATE: 8/10/15
SCALE N.T.S.
DWG. BY: SWS
CHK. BY:
DRAWING NO.:
DWG-MA-FLO 182-15
SHEET 1 OF 3
3" ~
SEE DETAIL
"C"
DETAIL "D"
1J
1.375"
1 -
INSWING
INSWING THRESHOLD
3"
6" —
3"
SEE DETAIL _
3"
,-, 3„
„
— 6"
3"
I— 3'
0
—
—
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-
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6"
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6" —
r 6"
—
6,. 3,.
6"
—
—
I
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1-
-I [ i
1 I
#8 x 2-1/2"
#8 x 2-1/2"
3"
6" --
#10 x 2"
#10 x 5/8"
#10 x 5/8"
#10 x 2"
0.50"
1
HANDICAP THRESHOLD
0.962"
3"
3"
SEE DETAIL
"F"
FRAME / DOOR
DETAIL "C"
TYPICAL
3"
#10 x 1"
#10 x 1"
1.482"
T
Z—SERIES 0/S THRESHOLD
1
3"
— 6"
3„t
DETAIL "E" ASTRAGAL
ATTACH ASTRAGAL RETAINER BOLT
STRIKE PLATE TO FRAME
AS SHOWN.
0.124" ANNEALED
0.090" SAFLEX (NOA 20-0622.01)
0.124" ANNEALED —am -
1.75"
T T
OUTSWING THRESHOLD HIGH DAM 0"S THRESHOLD
FACTORY APPLIED
POLYMER SEALANT
1\
INTERIOR
6"
Addendum 10 RPM
CotificaOon.NO.:. RIO /1.129_
ASTRAGAL RETAINER BOLT HOLE
MUST BE DRILLED THROUGH
THE THRESHOLD & INTO THE
STRUCTURE DEEP ENOUGH
FOR A 1.375" THROW
DETAIL "F" ASTRAGAL
DECORATIVE INSERT
I (OPTIONAL)
— .0124" TEMP
FACTORY APPLIED
POLYMER SEALANT
EXTERIOR
TYPICAL GLAZING DETAIL
IMPACT RATED GLASS
FACTORY
APPLIED
BACKBEDDING
.0124" TEMP
FACTORY
APPLIED
BACKBEDDING
EXTERIOR INTERIOR
TYPICAL GLAZING DETAIL
NON—IMPACT GLASS
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REVISIONS
DATE: 8/10/1 5
SCALE: N.T.S.
DWG. BY: SWS
CHK. BY:
DRAWING NO.:
DWG—MA—FL0182-15
SHEET 2 OF 3
SEE DETAIL
"C" SHT. 2
SEE DETAIL
"E" SHT. 2
3"
SP
H— 6"
6" -1
6" —
3"
SEE DETAIL
"F" SHT. 2
3"
6"
— 6"
3"
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".
6"
6" —
1.25"
2. ANCHORING INTO STEEL STRUCTURE MUST BE SUFFICIENT TO
ACHIEVE 3 THREADS MINIMUM BEYOND STEEL INTERIOR SURFACE.
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"
w
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a SEE DETAIL
N "D" SHT. 2
J
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w
w
0
3"
TYPICAL MASONRY
ANCHOR INSTALLATION
1MIN I N"
111111111111
16-M1
•
CL —
HARDWARE SCHEDULE
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.
„
Sri
6" 6"
Llt(vnLL. I , ,rn%,.w
"
6V`—
1
I
3'-
6 �'
—
3"
HARDWARE SCHEDULE
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.
1.25"
MIN
MAX„
SHIM
TYPICAL WOOD BUCK
ANCHOR INSTALLATION
1X BUCK MASONRY
ANCHOR INSTALLATION
1"X1/2" CORRUGATED
3" FROM EACH END
AND 7" OC
#10X2" WOOD SCREW
6" FROM EACH END
AND 12" OC
ACRYLIC
LATEX
CAULK
ACRYLIC
LATEX
CAULK
CL
COMBINATION WOOD COMBINATION WOOD
MULLION (BOXED) MULLION (BOXED)
(3) WOOD SCREW#10X2-1/2"
S
EACH END
0 ED
INTEGRAL WOOD
MULLION (CHS)
(4) #10X2-1/2"
WOOD SCREWS
EACH END
INTEGRAL WW
MULLION (CHS)
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DATE: 8/10/15
SCALE: N.T.S.
DWG. BY:
CHK. BY:
SWS
DRAWING NO.:
DWG-MA-FL0182-15
SHEET 3 OF 3