HomeMy WebLinkAboutEXTERIOR DOOR PLANS111 MASONITC.
WOOD -EDGE STEEL DOOR UNIT
6'-B" DOUBLE DOOR WITH % WITHOUT SIDELITES
N e NO
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 SIDELTTES. -
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:
TCCT nrw Dmmm.
SELF IGNITION TEMP
ASTM D1929
842 'F > 650 'F.
RATE OF BURNING..
ASTM D635
I
1.28 IN /MIN
SMOKE DENSITY .
ASTM D2843
70.2%
TENSILE STRENGTH-
ASTM D63B
- 1.89. DIFF
• COMPARATIVE TENSILE STRENGTH'AFTER WEATHERING
4500 HOURS XENON ARC METHOD 1
149' MAX. OVERALL FRAME WIDTH
21 " MAX 36 375" MAX.
D.L.O. I PANEL WIDTH
W/ASTRAGAL
m
m
- --� ICI '�I !■I ICI
ROUBLE --DOOR UNIT WAUDELTTES
"37.5" MAX.
FRAME WIDTH
I■ ICI I i '�I ,■' i■i ■! � �
A
WHERE WATER INFILTRATION PERFORMANCE IS
DESIGN PRESSURE RATING
REQUIRED TO BE 15%
OF DESIGN PRESSURE
CONFIG
MAX WIDTH
INSWING
OUTSWING
INSWING
BUMPER 0 S
I Z-SERIES 0 S
HIGH DAM 0 S
T4 S
0A
HP BUN MP
0 SX
:
37.5
+70.0
A
+20.0
-20.
.
50.0+50.0 -50.0
+50.0 -50.0XX
55.
+.
A
.
50
500
NA7
OXOor XO
7
+55-50
.
-0
.
..30.0
N'
XO
1125+55.0
.
..
30.0
+50.0 -50.0
NOXXO
-
._
..
1 +20.0
. "-20.0
+30.0 1 -30.0
+50.0 -50.0
N A
N/A
OF CONTENTS
AdiminloWM
DESCRIPTION
G9IDIIliD:.
T & GENERAL NOTES
gY• -
)NS-& DETAILS
9
e�e
KURT BALTHAZOR
FLORIDA P.E.
#56533
a.., �. N.T.S.
M• �: SWS
'.0211-1
of 3
SEE DETAIL
'C'
6' SEE DETAIL {�
3" .E' �� I. 3.
e, 3 0 3"
1 I1
r�
6" 6' -
A
II
I
1It.
6'
c
U
a SEE
u, 'D'
J
w
w
0
X
a
6" — 6"
SEE DETAIL 'F' #8 X 2"
#8 x 2" #10 x 5/8"
#8 x 2" #10 x 5/8"
... #10 x 1" DETAIL "E" ASTRAGAL
0 - # 10 x 2-1/2" ATTACH ASTRAGAL RETAINER BOLT
#10 x 1" STRIKE PLATE TO FRAME
#10 x 5/8 AS SHOWN.
" +
DETAIL "C"
DETAIL "D"
. 1
1.375'
0.e621L
1
1.437"
•.
T
T
T
-
INSWING THRESHOLD
BUMPER O/S THRESHOLD,
T4
OfS THRESHOLD
1.482"
1.75" 411047"
1.437'
T
T
T
-SERIES O THRESHOLD
HIGH DAM O/S THRESHOLD
HP
0%S-THRESHOLD
mIlp
a
;EE DETAIL JY
C.
M
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
HOT MELT /- 1/2" BITE
EL STOMER "" y am~
E1L1>BIQS JNTMIOR
TIPICAL GtAZJNG DETAIL
NON -IMPACT GLASS
oCC -
U
a,[>_ - r
a ,
¢oQ
�_
�LoU
Oz f-
3 t
lot$ i �
q�q
o:
io o
io
BY. -
OF
SEE DETAIL
"C" SHT. 2
ATTACHMENT DETAIL
1. ANCHOR* ANALYSIS FOR LOADING CONDITIONS PREPARED,
SIGNED AND SEALED BY ROBERTO LOAAS, 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"
0
N
O �
w
a SEE DETAIL
h "D' SHT. 2 '•
W
w
ui
I. io
3"
1MZN" f > •. t
.. — 0.22X5..
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 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.
HARDWARE SCHEDULE
1. JKWIKSET 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"X1O" CORRUGATED �f10X2' WOOD SCREW
3" OM EACH END 6 FROM EACH END
AND 7' OC AND 12" OC
ALCATNC
CAULK
AL4TE)( + ,
CAULK CL
f
,'•; .• _ COMBINATION WOOD COMBINATION WOOD
1.50" MULLION (BOXED) MULLION (BOXED)
MIN `MAX-
I SHIM
CL —I I—
TYPICAL WOOD BUCK
ANCHOR INSTALLATION
(3WOOD SCREWS-
EACH END
INTEGRAL WOOD
MULLION (CHS)
sr:us: N.T.S.
on. W.- SINS
CHK. BY:
DPAYfiNG No.:
DWG—MA—FLO211—
sHm 3 or X
a
0