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I� MASONITC. 149'MAX. OVERALL FRAME WIDTH n 0
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21" MAX 36.375" MAX. 21" MAXI �
3/4-LITE WOOD-EDGE STEEL DOOR UNIT D.L.O. PANEL WIDTH D.L.O. 37.5" MAX. < cc
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DOUBLE DOOR WITH/WITHOUT SIDELITES W/ASTRAGAL r FRAME WIDTH O =I
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GENERAL NOTES 3t Q
1. EVALUATED FOR USE IN LOCATIONS ADHERING TO 0 U
THE FLORIDA BUILDING CODE AND WHERE PRESSURE ip Z
REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM w U
DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, o F=
DOES NOT EXCEED THE DESIGN PRESSURES LISTED. ON O C1)�
2. WHEN INSTALLED IN THE HIGH VELOCITY HURRICANE ZONE (HVHZ), `O o; -(n
HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS REQUIRED. co
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3, WHEN INSTALLED IN THE WIND-BORNE DEBRIS REGION, 0 Y
HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS REQUIRED. c x
4. POLYURETHANE CORE FLAME SPREAD INDEX OF 50
AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. a
5, PLASTICS TESTING:
TEST DESCRIPTION DESIGNATION LTTE FRAME ' 7-
SELF IGNITION TEMP ASTM D7929. 842 'F> 850 'F ® ® ® ® a
RATE OFOF BUBURNINGASTM D635281.28 IN MIN a
SMOKE DENSITY ASTM D43 7IS
0.2%
TENSILE STRENGTH+ I ASTM D638 1 1.8% DIFF a r,
+ COMPARATIVE TENSILE STRENGTH AFTER WEATHERING a N a
4500 HOURS XENON ARC METHOD 1
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DOUBLE DOOR UNIT WfSIDELITES C O
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DOUBLE.DOOR UNIT SINGLE DOOR UNiT SINGLE DOOR UNIT ANGLE DOOR UNIT lH fD R� pOUBLE DOOR UNIT.W/SIDELTTES .SINGLE DOOR UNIT
WITHSIDS WITH SIDt LTTE WITH VEN7LITE co
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WHERE WATER INFILTRATION PERFORMANCE IS co 0
DESIGN PRESSURE RATI REQUIRED TO BE 15% OF DESIGN PRESSURE
CONFIG MAX WIDTH INSWING OUTSWI INSWIN BUMPER 0 S Z-SERIES S HIGH DAM 0 S T4 0 S HP 0 S
X 37.5 +50 0 -50.0 C
- 0,0 N A +20.0 -20.0 +30.0 -30.0 +50.0 -50.0 +50.0 -50.0 +50.0 -50.0
XX 74 +SD.O -50.0 - 0.0 N A +20.0 -20.0 +30.0 -30.0 +50.0 -50.0 N A N A
OX or XO 75 7O-0 -50.0 - 0.0 N A +20.D -20.0 +30.D -30.0 +50.0 -50.0 N A N A ¢z
0X0 112.5 t 0.0 -50.0 - 0.0 N A +20.0 -20.0 +30.0 -30.0 +50.0 -50.0 N A N A
OXXO 149 + 0.0 -50.0 .0 N A +20.0 -20.0 +30.0 -30.0 +50.0 -50.0 N A N A
K-VENT 37.5 +50.0 -50.0 - 0.0 N A N A N A N A N A N A GkTE: 5126117
Ste: N.T.S.
TABLE OF CONTENTS AdkdmtoWU �"� y �' T DWO.BY: SWS
;HEFT # DESCRIPTION CHK'BY:
N?= KURT BALTHAZOR DRAWING No.:
1 TYPICAL ELEVATIONS k GENERAL NOTES co FLORIDA P.E. DWG-MA-FL
2 ANCHORING LOCATIONS k DETAILS X56533
3 IANCHORINU LOCATIONS k DETAILS SHEET OF 3
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MUST BE DRILLED THROUGH (n
#10 x 5/8 THE THRESHOLD & INTO THE 0
J8 x 2" STRUCTURE DEEP ENOUGH X
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I" QUAIL DETAIL ."F" ASTRAGA 0
"— ' —" #10 .
#10 x 2�112" ATTACH ASTRAGAL RETAINER BOLT
#10 x STRIKE PLATE TO FRAME
140T MELT 8
1/2'BITE
INSWING THEESHOL BUMPEE OJS.THIRESHOL T4 0 'S THRESH�IL Illn MELT T
ELASTOMER
17
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SEE DETAIL3" 611- 6" � DO
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3" 3" O
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6" 6"—1 — 6^ 1 I—6" 6"lo
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SEE DETAIL 6" -- " of
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HARDWARE SCHEDULE 11a
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1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND vii m
SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED
AT 5-1/2" CENTERLINE. o
ATTACHMENT DETAIL 1.25" 2. 4" X 4" FULL MORTISE BUTT HINGES, o
1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, MIN .
•,• * —0•2
5
• 1'X112" CORRUGATED 810X2" WOOD SCREW w
SIGNED AND SEALED, BY ROBERTO LOMAS, PE HIM s" FROM EACH END 6 FROM EACH END = �n
(FLORIDA #62514) WITH THE LOWEST (LEAST) AND 7" OC AND•12" OC r 0
CL— (--
FASTENER RATING FROM THE DIFFERENT FASTENERS ! w In
BEING CONSIDERED FOR USE. JAMB, HEAD, AND ? ACRYLIC ito
THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE A ULKEX ¢
#10 WOOD SCREWS OR 1/4" TAPCONS. A PHYSICAL TYPICAL MASONRY ACRYLIC _ co
SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR LAUL
cTEX
ANCHOR INSTALLATION CL
LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2". ID¢
WOOD SCREW EDGE DISTANCE MIN 3/4"' -q-
COMBINATION WOOD COMBINATION WOOD
'•' £AMULLION (BOXED) MULLION (BOXED)
2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FRO 1.50'1—
ANSI F&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVE ENT L—
/ 4 MIN
—MAX (3) 10X2-1 2" ¢Z
OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHI E SHIM Wo D SCREWS
MINIMUM EMBEDMENT OF 1-1/4". EACH END
CL—� �— ogre: 5126117
3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO ® sem: N.T.S.
D :.
TRANSFER LOADS TO STRUCTURE. M.BY: SIMS4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 155 LBS. TYPICAL WOOD BUCK ® ® DCHK.BY:
RAWING.NO.;
ANCHOR INSTALLATION DWO-M
INTEGRAL WOOD owc-nu-F-Fl.ozia-i7
MULLION (CHS) s"m 3 OF 3