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MMASONITE. " 149'MA% OVERALL FWU41E WIDTH � o
•, ""v\ 75: � 21" MAX -.t Q
3/4-LITE WOOD-EDGE STEEL DOOR UNIT L.0. `�I�A.EL WID D.L.O. FRAME MAX.WIDTU1 =�
6'-8"DOUBLE DOOR WITH/WITHOUT SIDELITES wasTRaca �.
GENERAL NOTES
11 1. EVALUATED FOR USE IN LOCATIONS ADHERING TO D �
L!J U
THE FLORIDA BUILDING CODE AND WHERE PRESSURE
REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM ® C �U
DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, �.
DOES NOT EXCEED THE DESIGN PRESSURES LISTED. rc
2. WHEN INSTALLED IN THE HIGH VELOCITY HURRICANE ZONE (HVHZ). °p O_
HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS REQUIRED. 00 p p 4 j ® Lu
3. WHEN INSTALLED IN THE WIND-BORNE DEBRIS REGION,
HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS REQUIRED.
4. POLYURETHANE CORE FLAME SPREAD INDEX OF 50
AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. �O y
5. PLASTICS TESTING:
TEST DESCRIPTION DESIGNATION LRE FRAME T- a
SELF IGNITION TEMP I ASTM D1929 1 842 'F > 650 'F
RATE OF BURNING ASTM D635 1.28 IN IN
SMOKE DENSITY ASTM D2843 70.29so m
TENSILE STRENGTH* I ASTM D638 1 1.8% DIFF w
• COMPARATIVE TENSILE STRENGTH AFTER WEATHERING
4500 HOURS XENON ARC METHOD 1 8 g
e:
DOUBLE DOOR UNIT WZSIDELTTS 11 11__ o 0
i 7c11�4 a
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0
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• ® • • • 0
• • • • • to
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® ®® ®® ®® ®® ®® ®® ®® 0
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SINGLE DOOR UNIT DOUBLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT SINrL9 DOOR UNIT W/SIDELITES DOUBLE DOOR UNIT W/SIDELITES
4 �
WITH SIDELME WITH SIDELTTE
co
�W
WHERE WATER INFILTRATION PERFORMANCE IS cn o
DESIGN PRESSURE RATI G REQUIRED TO BE 159 OF DESIGN PRESSURE
CONFIG MAX WIDTH INSWING OUTSWI G INSWING BUMPER O'S Z-SERIES O S HIGH DAM 0 S T4 0 S HPO S
X 37.5 +50.0 -50.0 +50.0
XX 74 +50.0 -50.0 +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 +50. -50.0 +50.0 0.0 N/A +20.0 -20.0 +30.0 -30.0 �+50_ffi-50_0. 50.0 N A N A <Z
OXO 112.5 +50.0 -50.0 +50.0 0.0 N A +20.D -20.0 +30.0 -30.0 N A N A
OXXO 149 +50.0 -50.0 +50.0 .0 N A +20.0 -20.0 +30.0 -.30.0 . 50.0 N A N A
X-VENT 37.5 +50.0 -50.0 +50.0 0.0 N A A N A N A N A N A OATE 5126117
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N.T.S.
TABLE OF CONTENTS I
OWD.BY. SINS
SHEET DESCRIPTION Cade onNp NSnl374z DRAWLNG BY.
1 # TYPICAL ELEVATIONS & GENERAL NOTES `RBYbwey. KURT FLORIDA P E. DWG-M-F
2 ANCHORING LOCATIONS & DETAILS X56533 DWG-MA-FL0214-77
3 ANCHORING LOCATIONS & DETAILS SHEET i Or 3
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0
6" SEE DETAIL 3• 6" U Q
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3• 3" 3• 3• 3" 6" 1 "6" ao
6" SFE DETAIL-7 6" #8 X 2" N m
ASTRAGAL RETAINER BOLT HOLE
• MUST BE DRILLED THROUGH cn
#8 x 2" #10 x 5/8" THE THRESHOLD & INTO. THE a
- STRUCTURE DEEP ENOUGH x
#10 x 5/8" FOR A 1.375" THROW f71
#8 x 2' #10 x 1" DETAIL "E" ASTRAGAL z
#10 x 2-1/2° ATTACH ASTRAGAL RETAINER BOLT DETAIL "F" ASTRAGAL o 0
0 #70 x STRIKE PLATE TO FRAME o
#10 x 5/8" AS SHOWN.
DETAIL "C"
DETAIL "D" oo
w
1 0.962"j • HOT MELT
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0.982
ELASTOMER�� d'
1.375" 1.437" +6 x 1-1/2-PHS
T T T
INSWING THRESHOLD BUMPER 0/S THRESHOLD T O S THRESHOLD '� aZ
HOT MELT www i/2'BITE '
ELASTOMER ~: � 1 OIk1At1101
1 v GATE: 5126117
IIEBIO6 SSE N.T.S.
1. 01.437"8Dal
TYPICAL GLAZING DETAIL owm er: SINS
T T T NON—IMPACT GLASS oH"•BY'
DRAWING NO.:
Z—SERIES O/S THRESHOLD HIGH DAM OJS THRESHOLD THRESHOLD DWG-AIA-FLO214-17
sHEEr 2 ov 3
i
Y
0
SEE DETAIL3. fl: cc
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SEE DETAIL 6" 6"
"F" SHT. 2 6•• o�
HARDWARE SCHELE a a
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1. KWIKSET 'SERIES 400 GRADE 3 CYLINDRICAL LATCH AND
SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED
AT 5-1/2" CENTERLINE.
ATTACHMENT DETAIL 1.25" 2. 4" X 4" FULL MORTISE BUTT HINGES. o
1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED,. MIN ° 0.A2x5" "X1 2 CORRUGATED �i10x2" WOOD SCREW w
SIGNED AND SEALED BY ROBERTO LOMAS, PE YHIM 3"1 FROM EACH END 6" FROM EACH END to
(FLORIDA #62514) WITH THE LOWEST (LEAST) _� AND 7" OC AND 12" OC z
FASTENER RATING FROM THE DIFFERENT FASTENERS GL w o
BEING CONSIDERED FOR USE. JAMB, HEAD, AND 'R' ACSuCA,. S w
THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE CAULK
#10 WOOD SCREWS OR 1/4" TAPCONS. A PHYSICAL TYPICAL MASONRY ACRYLIC
SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHORANCHOR INSTALLATION CAULK CL
LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2". co¢
WOOD SCREW EDGE DISTANCE MIN 3/4". 1 o
p'•;":'. :. : x COMBINATION WOOD COMBINATION WOOD
2.-THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROI 1.50" MULLION (BOXED) MULLION (BOXED)
ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVE AENT MIN 0M.25" 3 1Dx2-1 2" a z
OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIE E ^SHIM I�io D SCREWS
MINIMUM EMBEDMENT OF 1-1/4". EACH END
CL�I �-- DATE: 5126117
3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO ® Add�mtoNAAI SCALE: N.T.S.
TRANSFER LOADS TO STRUCTURE. R DWG.BY. SWS
® ® ON. CW.aro
4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 155 LBS.' TYPICAL WOOD BUCK o�uwiNo No.:
ANCHOR INSTALLATION INTEGRAL WOOD Dwc-MA-Fl.o21a-11
MULLION (CHS)
seEET 3 oa 3