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WOOD -EDGE STEEL DOOR UNIT p
"o DOUBLE DOOR WITH / WITHOUT SIDELITE3 c =
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1. EVALUATED FOR USE RL LOCATIONS ADHERING TO O Q
THE FLORIDA BUILDING CODE AND WHERE PRESSURE EL U
REQUIREMENTS AS DEfERMNEO BY ASCE 7, MINIMUM
DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, W � (Tj
DOES NOT EXCEED THE DESIGN EM (PRESSURES LISTED. G
L OPAQUE HURRICANE
BUT ITIVES REOUIREDH ON
G 6 NOT REQUIRED ON 01
3. WHEN INSTAllED IN THE WIND-BORNE DEBRIS REGION,
EXCLUDING THE HIGH VELOCITY HURRICANE ZONE (iMLZ
HURRCANE PROTECTIVE SYSTEM G NOT REQUIRED ON PAOUE
PANELS OR PANELS WITH IMPACT GLASS, RUT IS REQUIRED
ON PANELS WITH NON-UEPACT CLASS.
4. POLYURETHANE CORE FLAME SPREAD INDEX OF 50
AND SMOKE DEVELOPED INDEX OF 60 PER ASIM EB4.
5. PLASTICS TESTING:
TEST OESCRNTWN bFSICNATgN LRE FRAME 3 J�
]j - . � A
• COMPARATIVE TENSILE STRENGTH AFTER WEATHERING b
4500 HOURS XENON ARC METHOD I DOUBLE DOOR UNR W/SIDELJ7ES
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OGLE ODOR1I�Q DOUBLE DOOR UNIT jlyGj„Ej�(K1R UNIT .SINGLE 120B Im ZNN0LE_=R UNIT WJSIDELM DOURtE DOOR UNIT Wl5E0ELM
WITH CIDF! RF WITH SIDErr m
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M4TOmmNWO ova SWS
TABLE OF CONSENTS
SHEET r DESCRIPTION TLLU. M tMt
KURi liD.7H.E. uwn%c xa:
IGL ELEVADO E[ TES I FLORIDA P.E. pWG-MA-Fl02f 1-I]
2 0 ZING �pCATIONS & DETNLS � - j56533 _._.___......_._.
ANCHORI� N- CCU-CRR�NS h DEfaLS �,_„y SnttT 1 m'yi
SELF IGN(pON TEMP
ISTN 01929
042 'F > 850 'F
PATE OF BUflNING
/.•`TY 0034
1.28 IN N
SMOKE pENSIIY
ASTM D2B43
]0.25
TENSILE STRENGTH•
ASIN DlUB
1DXOIFF
149' Aux. OYFRA(1 FRAME MD1N
21" MAX 36.375' MAX.
D.L.O. .PANEL WfDTH 37.5" MAX.
W/ASTRAG4L � I FRAME WIDTH
O
3y J
G �q
6
- OESICN=PRESSURE
RADNG
WHERE WATER INFILTRATION PERFORMANCE
REQUIRED TO BE 15& OF DESIGN PRESSURE
ONiiG
MA% W
�, INSWN
'.�'_ LNG'
IN
M 0
Z-SERI S
H 4 O 3 - HP B S
.5
+ifi3Ov` 700t
+7 .Ors a-
N A
+20.0 -20.
+ -
+ - .0 +50. +5 . -50.
XX
4
.0
+ -
+30A �50.0
N A
+20.0 -20.0
+ .D -30.
+ .0 .0 N A N A
+20.0 -20.0
i30.0 -30.0
+ D .D N A N A
0%XO
149
455.0 -550
+55. .0
A
+ D. -1D.0
+30.0 - 0.
+ -50.0 N A N A
SCANNED
BY
St. Lucie County
Ins
SEE DEfA1L
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6"a 31 sEE DETAIL I 1' 6 -1 F
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3'-
1"
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F.
B
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9
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1' C 3 k
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8'
SEE DETAIL
•r
8 x 2" #10 x 5/8'
#B x 2"f0 x 5/8"
#10 x 2-1/2"- #10 x 1"
D
f/10 x 1"
/f10 x 5/8"
DETAIL "C"
DETAIL "D"
0.9621
I'ii� rT 7`
►: !` 11r /
r J.1
1"
8'
#8 zz 2"
DETAIL "E" ASTRAGAL
ATTACH ASTRAGAL RETAINER BOLT
STRIKE PLATE TO FRAME
AS SHOWN.
m
m
6•
ASTRAGAL RETAINER BOLT HOLE
MUST BE DRILLED THROUGH
THE THRESHOLD & INTO THE
STRUCTURE DEEP ENOUGH
FOR A 1.375" THROW
QETAIL "F" ASTRAGAL
16 c 1-1/2• n
f/r m
•e
SEE DETAIL
'C' SHT. 2
ATTACHMENT DETAIL
1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED,
SIGNED AND SEALED BY ROBERTO LOMDS, 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.
4.
3" I C 6 3� I ¢ - �3 8• ¢ 31
w e
SEE DETAIL
D" SHT. 2
8
it
a G
m
MIN
MIN A
CL
TYPICAL MASONRY
ANCHOR INSTALLATION
THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM
ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT MIN L
OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE
MINIMUM EMBEDMENT OF 1-1/4".
CL
WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO
TRANSFER LOADS TO STRUCTURE.
a,
MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 155 LSS, 174
8• 8•�
Til
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I I 11Wt
c H
I I I
6
II
0
s
a
3" f 3 I e' —I 1.11 . 4 A
6" 1 1 IV 6'
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.
t"X112" CORRUGATED g10X2" WOOD SCREW
3" moo" EACH END 6' �MtEEACHH END
1 Affx
A�� pFR%1
7�EX�JC 1
GW K CL
1
COMBINATION
(BOXED) CMUWONTI(BOWOOD
X D)
HI13WODD SCREYn
EACH END
a
ae.» - • o
BUCK;;;
LATION INTEGRAL WOOD
MULLION (CHS)
Aw M.
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