HomeMy WebLinkAboutSIDE HINGED STEEL DOOR UNIT..a
SIDE -HINGED WOOD -EDGE STEEL DOOR UNIT
W--8" DOUBLE DOOR WITH / WITHOUT SIDELITES
GENERAL NOTES
1. EVALUATED FC
DOES NOT EXCEED THE DESIGN PRESSURES LISTED.
2. HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS NOT REQUIRED ON
OPAQUE PANELS. BUT IS REQUIRED ON GLAZED SIDELITES.
3. IN THE HVHZ. FACTORY PPoMED DOORS MUST BE PAINTED IN
ACCORDANCE WITH SECTION 2220 OF THE FBC.
4. POLYURETHANE CORE FLAME SPREAD INDEX OF 50
AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84.
5. PLASTICS TESTING OF LTTE FRAME MATERIAL:
T nmMi nm -.1111
SELF IGNITION TEMP
ASTM D1929
740 'F > 650 'F
RATE OF BURNING
ASTM D635
0.77 IN MIN
SMOKE DENSITY
ASTM 02843
13.4X
TENSILE STRENGTH*
ASTM D638
7.50% DIFF
UUMYAKAIIVE IENSILE SIKLNUIH AFTER WEATHERING
-
4500 HOURS XENON ARC METHOD 1
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TABLE OF CONTENTS
SHEET
DESCRIPTION
1
TYPICAL ELEVATIONS & GENERAL NOTES
2
ANCHORING LOCATIONS & DETAILS
3
IANCHORING LOCATIONS & DETAILS
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1 R.
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149' MAX. OVERALL FRAME WIDTH 00
21" MAX 36.375" MAX. O
D.LO. PANEL WIDTH 37.5' MAX. .I p
W/ASTRAGAL FRAME WIDTH
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DESIGN PRESSURE -RATING- ---
WHERE WATER INFILTRATION PERFORMANCE IS
REQUIRED TO BE 15R OF DESIGN PRESSURE
MAX WIDTH
INSWING
OUTSWING
INSWING
OUTSWI G
37.5
+76.0
- 6.0
+76.0 -76.0
+19.0 -19.0
+55.0 .0
CCNFIG
74
+55.0
-55.0
+55.0 -55.0
+19.0 -19.0
+55.0 -550
XO
75
+55.0
-55.0
+55.0 -55.0
+19.0 -19.0
+55.0 -55.0
112.5
+55.0
- 5.0
+55.0 -55.0
+190 -190
+550 -55.
149
- -
DATE 7 11 05
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erie
SmL. N.T.S.
DWG. Err: SWS
Cl/L BY.-
KURT EALTHAZOR
FLORIDA P.E.
156533
DRAWING NO.:
DWG-IAA-FLO128-05
sIEET 1_ CF
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SEE DETAIL
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6" SEE DETAIL 6"
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#10 x 2„ MUST BE DRILLED THROUGH ASTRAGAL RETAINER BOLT HOLE
#8 x 2-1/2" #8 x 2-1/2" THE THRESHOLD & INTO THE
#10 x 5/8" STRUCTURE DEEP ENOUGH
#8 x 2-1/2" #10 x I" FOR A 1.315" THROW
#10 x 5/8" #10 x 3/4"
DETAIL 'F'" ASTRAGAL
#10 x 2" DETAIL- "E" ASTRAGAL is (i/a• TEMP. c�wss)
FRAME /DOOR ATTACH ASTRAGAL RETAINER BOLT ooW 995" W/ oPnoHw oEcoRAnuE INSERT
DETAIL "D" STRIKE PLATE TO FRAME uuv. SRM. OR WM SPACER
DETAIL "C" 1/2 ertE
AS SHOWN.
TYPICAL r�®6 x 1-1/2• PHS
1.375-
T T DOW 995
INSWING THRESHOLD OUTSWING THRESHOLD ER1 Jr
1YPlCAL GLAZING DETAIL
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SEE DETAIL
"C" SHT. 2
ATTACHMENT DETAIL
1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED,
SIGNED AND SEALED BY LUIS R. 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 3/16" 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".
2. MULLIONS TO BE 2-1/2" X 4-3/8" STRUCTURAL GRADE
FJ PINE ON CONTINUOUS HEAD AND SILL UNITS. BACK TO
BACK JAMB UNITS JOINED WITH 1" X 1/2" LONG
CORRUGATED FASTENERS LOCATED 3" FROM EACH END
AND MAXIMUM 7" O.C. OR #10 X 2" FLAT HEAD WOOD
SCREWS LOCATED 6" FROM EACH END AND MAXIMUM
12" O.C.
3. 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".
4. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO
TRANSFER LOADS TO STRUCTURE.
5. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS.
3" I c 6"3�1
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HARTIWARF 4( I-Irni n F
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
IMIN.
+ �.
SHIM
CL
TYPICAL WOOD BUCK
ANCHOR INSTALLATION
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TYPICAL MASONRY
ANCHOR INSTALLATION
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