HomeMy WebLinkAboutAPPROVED, FL22513_R3_II_FL0211Lo
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MASONITE. 149" MAX. OVERALL FRAME WIDTH �
21" MAX
WOOD -EDGE STEEL DOOR UNIT 3MAX. Q
D.L.O. - PAANELNEL WIDTH 37.5„ MAX. Q Q
6'-8" DOUBLE DOOR WITH / WITHOUT SIDELITES W/ASTRAGAL FRAME WIDTH J
zGENERAL NOj� O
1. EVALUATED FOR USE IN LOCATIONS ADHERING TO
THE FLORIDA BUILDING CODE AND WHERE PRESSURE FW- CL U
REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM ? _
DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, U
DOES NOT EXCEED THE DESIGN PRESSURES LISTED. - �LLJ L0
Lo
2. WHEN INSTALLED IN THE WIND-BORNE DEBRIS REGION N 0
OR THE HIGH VELOCITY HURRICANE ZONE (HVHZ),
HURRICANE PROTECTIVE SYSTEM IS NOT REQUIRED ON OPAQUE
PANELS, BUT IS REQUIRED ON SIDELITES. W O
3. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 g -�
AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84.Le-
Q
4. PLASTICS TESTING:
TEST DESCRIPTION DESIGNATION LITE FRAME 4 W o
DO = a Z W
�aO~ J�Z
p coN m W
0 so W W
z
* COMPARATIVE TENSILE STRENGTH AFTER WEATHERING o m `i' �
4500 HOURS XENON ARC METHOD 1 W o o Q as
o �
DOUBLE DOOR UNIT WZSIDELITES o W 3 0
o �
V)
0
J
A A 6 =
U) af
0 � Z
L=�j L W 0 O
0 Ld
� Q w
SINGLE, DOOR UNIT DOUBLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT SING DOOR UNIT W SIDELITES i2QUBLE DOOR UNIT WZSI ELITES
WITH SIDELITE WITH SIDEN 000
�W
00mo
r�
m¢Z
DATE: 5126117
SCALE: N.T.S.
Af�BflfWt0 je a- i DWG. BY: SWS
C16�1 CHK. BY:
Rovkw W. IN
KURT BALTHAZOR DRAWING NO.:
FLORIDA P.E. DWG-MA-FLO211-17
#56533
SHEET 1 OF 3
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
7.1q DIFF
DESIGN PRESSURE
RATING
WHERE WATER
REQUIRED TO
INFILTRATION PERFORMANCE IS
BE 15% OF DESIGN PRESSURE
CONFIG
MAX WIDTH
INSWING
OUTSWING
INSWING
BUMPER O S
Z-SERIES O S
HIGH
DAM O S
T4
O S
HP BUMP O S
X
37.5
+70.0
-70.0
+70.0
-70.0
N
A
+20.0
-20.0
+30.0
-30.0
+50.0
-50.0
+50.0
-50.0
+50.0
-50.0
XX
74
+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
OX or XO
75
+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
OXO
112.5
+55.0
-55.0
+55.0
-55.0
N
A
+20.0
+30.0
-30.0
+50.0
-50.0
N
A
N
A
OXXO
149
+55.0
-55.0
+55.0
-55.0
N
A
+20.0
-20.0
+30.0
-30.0-50.0
N
A
N
A
TABLE OF
CONTENTS
SHEET
#
DESCRIPTION
1
TYPICAL ELEVATIONS &GENERAL
NOTES
2
ANCHORING
LOCATIONS
&DETAILS
3
ANCHORING
LOCATIONS
& DETAILS
6" 4 SEE DETAIL 3"
3„ "E„
3" � �� 3.. � 3" �
SEE DETAIL
"C"
DETAIL "D"
6"
3" 12 —I f 3'1
I 11
I
6" 6" —�
6" —�
II I
i`
6" 3»
W
U
a
J
J
a
� B
B
OB
o
_
6"
6"
3" I- -
6' ,.
3"
3
#8 x 2"
#8x2"
#10 x 5/8"
#10 x 5/8
#10x2-1/2
#10 x 5/8
k 3"
SEE DETAIL
"F"
DETAIL "C"
#10 x 1"
�10 x 1"
3"
in
I
0
W
U
Q< SEE DETAIL
U) „D"
J
J
Q
Z)
CY
w
w
Of
O
1�11111111[ffo
#8x2»
DETAIL "E" ASTRAGAL
ATTACH ASTRAGAL RETAINER BOLT
STRIKE PLATE TO FRAME
AS SHOWN.
1 0.962" 1 1
1.375" WD— 1 .437"
T T T
INSWING THRESHOLD BUMPER Oi S THRESHOLD T4 0/ S THRESHOLD
1
1.482"
T
Z—SERIES 0 /S THRESHOLD
1
1.75"2�� }1.047"
T 1
HIGH DAM O/S THRESHOLD
1
1.437"
T
HP 0/S THRESHOLD
2
10
0
to
N
>EE DETAIL
'C"
PH
__-ASTRAGAL RETAINER BOLT HOLE
MUST BE DRILLED THROUGH
° THE THRESHOLD & INTO THE
STRUCTURE DEEP ENOUGH
FOR A 1.375" THROW
DETAIL "F" ASTRAGAL
HOT MELT
ELASTOMER A;Z.,
#6 X 1-1/2" PHS
HOT MELT / r°°� . 1/2" BITE Add@IUim.t0I!
ELASTOMER
�•lwoww
EXTERIOINTERIOR
TYPICAL GLAZING DETAIL
NON —IMPACT GLASS
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DATE: 5126117
SCALE: N.T.S.
DWG. BY: SWS
CHK. BY:
DRAWING NO.:
DWG-MA-FLO211-17
SHEET 2 OF 3
c nrreu
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".
1M"
2. 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".
3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO
TRANSFER LOADS TO STRUCTURE.
4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 155 LBS.
0
W
U
SEE DETAIL
"D" SHT. 2
J
J
a
or
w
W
Of
0
m
4 rc)—
3"
0
L0
N
3"
MAX„
SHIM
TYPICAL MASONRY
ANCHOR INSTALLATION
6„
6"
3"
3"
3",
I
l
f
6" 6"
I
0
W
U
a
J
a
---�G H
B
w B
�
I
I
I
cD
3116
6"
(— I
3» 3» f
6"
6"
1M"
MAX"
yh
SHIM
CL
�l"ayyi
rx:
TYPICAL
WOOD
BUCK
ANCHOR
INSTALLATION
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"X1/2" CORRUGATED #10X2" WOOD SCREW
3" FROM EACH END 6" FROM EACH END
AND 7" OC AND 12" OC
{
ACRYLIC
LATEX
I CAULK
1 ACRYLIC
LATEX
CAULK CL
}
COMBINATION WOOD COMBINATION WOOD
MULLION (BOXED) MULLION (BOXED)
(3) # 10X2-1 /2"
WOOD SCREWS
EACH END
r-
INTEGRAL WOOD
MULLION (CHS)
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DATE: 5126117
SCALE: N.T.S.
DWG. BY: S WS
CHK. BY:
DRAWING NO.:
DWG-MA-FL0211-17
SHEET 3 OF 3