HomeMy WebLinkAboutFL22513_R2_II__FL02111111 MASONITC.
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:
TFCT 11FCrRIPTIMI IIFCI(:NIATI(1NI I ITF FRAEAG
I I SHEET
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
1.8% DIFF
• COMPARATIVE TENSILE STRENGTH AFTER WEATHERING
4500 HOURS XENON ARC METHOD 1
Do
149" MAX. OVERALL FRAME WIDTH O
U po
21 " MAX 36.375" MAX. O
D.L.O. PANEL WIDTH 37.5" MAX. ¢ QQ
W/ASTRAGAL FRAME WIDTH J
O
zav
LLI Ln U
F`
I-
o ^ CO C/)
Lu
w �o
_ x
Q � O
W
O m W N
moo a��
DOUBLE DOOR UNIT W/SIDELITES o SS o
0
Of a
a a
oo L 11:00 LJ 00: 11 - 0o0 00 11 0
SINGLE DOOR UNIT DOUBLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT W[SIDELITES
WITH SIDELITE WITH SIDELITE
DOUBLE DOOR UNIT W/SIDELITES
DESIGN PRESSURE RATING
WHERE WATER INFILTRATION PERFORMANCE IS
REQUIRED TO 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.
30.0 -30.0
+50.0 -50.0
+50. 0 -50.0
+50.0 -50.0
74
+55.0 -55.0
+55.0 -55.0
N/A
+20.
300
550.
A
OX or XO
75
+55.5.0
+555.00 0
+00 -20
3
+0.0 -30.0
+50.0 50.0XX
NNA
NN
A
OXO
112.5
+55.50
+555.0
N A
+20.0 -20.0
-30.0
+50.0 -50.0
N A
N A
OXXO
14E
+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
TABLE OF CONTENTS AilerA ItoMW
DESCRIPTION CBrdie bKo.!. NSo137ui}
VATIONS & GENERAL NOTES A�
LOCATIONS & DETAILS
4"
KURT BALTHAZOR
FLORIDA P.E.
#56533
SCALE: N.T.S.
DWG. BY: SWS
CHK. BY:
DRAWING NO.:
DWG-MA-FLO211-17
SHEET _L OF
3.-
SEE DETAIL
"C"
3" —
6"
3"
SEE DETAIL
"E"
3"
6"
�3-
3" 3"
L 3"
1 I I
16" 6"
6"
I I I
6"
3•
iD
—
W
a
N
J
—
A
—
Q
w
B
B
O
B
it
—
6"
—
v
6" 3"
m
1 I I
6"
I r
6"
�
I I I
-
3"
3"
3"
3"
3" 3"
6"
6"
#8 x 2"
#8 x 2"
0
DETAIL "D"
etx
INSWING THRESHOLI
#10 x 5/8"
#10 x 5/8"
#10 x 2-1/2" #10 x 1"
#10 x 1"
#10 x 5/8"
DETAIL "C"
0.9621
T
BUMPER O/S THRESHOLD
0
Ld
a SEE
N "D"
J
J
w
w
of
O
m
#8x2"
DETAIL "E" ASTRAGAL
ATTACH ASTRAGAL RETAINER BOLT
STRIKE PLATE TO FRAME
AS SHOWN.
1
1.437" P��7p
T4 O/S THRESHOLD
1 1r%--U-- ff��7m [�1
1.482" 1.75" I1.047" 1.437"
11 o
T T T
Z—SERIES O/S THRESHOLD HIGH DAM O/S THRESHOLD HP O/S THRESHOLD
HOT MELT
a
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
cc DO
oo�
Z C J
O
C�
u O _U
Z �2
LU
U)
Ld
HOT MELT / •:' 1/2' BITE Aft4a10 NAM
vt 7L"
Z
ELASTOMER �:
ReYiBMredgy
••••• •
onTE- 5126117
,-
ow
EXTERIOR � 1[�IIEBIQ$
SCALE: N.T.S.
TYPICAL GLAZING DETAIL
DWG. BY: sws
NON —IMPACT GLASS
CHK. BY.
DRAWING NO,
DWG-MA-FLO211-17
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 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".
3" -�[— c 6"3� r c 1�3"6" 6, I I 31
io
0
N
U
d SEE DETAIL
Ln "D" SHT. 2
Mygllm
=00
I I l
I� I
6' 6"
I I I
T.
W
D_
—
U)
J
w
w B
I II
H
II II
B
II I
G)
ti 3" 6 e 6^ III ' t 1
—,1JI- III_ 3"
3' 3
6" 6-
MIN FT" 4.
MAX
SHIM
CL
TYPICAL MASONRY
ANCHOR INSTALLATION
2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM
ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHIEVEMENT
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.
o 4.
'MIN 0.25"
SHIM
CL
TYPICAL WOOD BUCK
ANCHOR INSTALLATION
Uzi:4206,101:12110112
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
i
ACRYLIC
LATEX
CAULK
ACRYLIC '
LATEX
CAULK CL
i
COMBINATION WOOD COMBINATION WOOD
MULLION (BOXED) MULLION (BOXED)
(WOOD SCREW " S
EACH END
INTEGRAL WOOD
MULLION (CHS)
Jill"
1-�..,
T.
DATE: 5/26/17
SCALE: N. T. S.
DWG. BY: SWS
CHK. BY:
DRAWING NO.:
DWG-MA-FLO211-17
SHEET _�L of 3