HomeMy WebLinkAboutPROJECT INFORMATIONTABLE OF CONTENTS
SHEET #
DESCRIPTION
1
TYPICAL ELEVATIONS &GENERAL NOTES
2
ANCHORING LOCATIONS & DETAILS
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8 p
SIDE -HINGED METAL -EDGE STEEL DOOR UNIT
6'-B" SINGLE OPAQUE DOOR IN HOLLOW METAL FRAME ='
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GENERAL NOTES W 0 U
1. EVALUATED FOR USE IN LOCATIONS ADHERING TO 40" MAX. 40" MAX.
THE FLORIDA BUILDING CODE AND WHERE PRESSURE OVERALL FRAME OVERALL FRAME ? Z
REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM W �
DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, 35--314" MAX. 35-314" MAX. ~ L U
DOES NOT EXCEED THE DESIGN PRESSURES LISTED. PANEL WIDTH PANEL WIDTH 6 I�
2. HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS NOT REQUIRED. U)
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3. IN THE HVHZ, FACTORY PRIMED DOORS MUST BE PAINTED IN
ACCORDANCE WITH SECTION 2220 OF THE FBC. D
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SINGLE DUTSWING SINGLE UNIT SINGLE INSWING SINGLE UNIT � � O cn
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DATE: 6/I Q/06
SCALE: N. T. S.
DWG. BY: sws
KURT BALTHAZOR DRAWING NO.:
FLORIDA P.E. DWG-MA-FLO150-06
#56533
SHEET 1 OF 2
cHx. BY:
DESIGN
PRESSURE RATING
WHERE WATER INFILTRATION PERFORMANCE IS
REQUIRED TO BE 15� OF DESIGN PRESSURE
CONFIG
MAX WIDTH
INSWING
OUTSWING
INSWING
OUTSWING
X
40
+80.0 --80.0
+80.0 -80.0
+ 19.0 --19.0
+55.0 -55.0
WOOD OR STEEL 2X STUDS
USING COMPRESSION ANCHORS
FACTORY APPLIED
COMPRESSION ANCHOR
(1) @ EACH JAMB/HEAD
CORNER (2 TOTAL)
ODD SCREW
(4) Totol A
#8 x 2' W
#8 x 2' WOOD SCREW
(2) @ BOT. OF EACH
(U @ INTERIOR OF
(1) @ EXTERIOR OF
DOOF
SECTION A -A
STRAP ANCHOR
(6) SCREWS IN
A
STRAP ANCHORS IN WOOD OR
STEEL 2X STUDS
WIRE ANCHORS IN CONCRETE
OR MASONRY
0.187' DIA.
ANCHOR
BACK FILL FRAME .M.U.
& ADJACENT C.M.U.
CELLS WITH GROUT
OR STEEL STUDS (TYP.)
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DOOR FRAME
SHEATHING
SECTION A -A
3/8' DIA. CONCRETEE
SCREW ANCHOR
(TYP.)
CONCRETE OR MASONRY USING
CONCRETE SCREW ANCHORS
A
12'
36'
36'
BUTTERFLY CLIP ASONRY OR CONCRETE
NOT REQUIRED
WIRE
3/8' DIA. CONCRETE
SCREW ANCHOR
e d.
DOOR FRAME
1 1/4'
MINIMUM EMBEDMENT
x 5/8" #10 x 1
#10 x 1
x 5/8"
#10 x 1
#9 x 1/2"
19 x 1/2"
' 1'" HINGE DETAIL
#8 WOOD SCREW (TYP.) STRIKE DETAIL MACHINE SCREWS
STRAP ANCHOR-,, WOOD STUDS
/_#10 S.M.S. (TYP) MACHINE SCREWS
DOOR
OR STEEL STUDS
SECTION A -A EMBEDMENT IN
WOOD STUD
ATTACHMENT DETAIL
1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED,
SIGNED AND SEALED BY JOSEPH A. REED, PE
(FLORIDA #58920) FOR EACH INSTALLATION METHOD.
2. CONCRETE ANCHOR EDGE DISTANCE MIN 3".
WOOD SCREW EDGE DISTANCE MIN 1/2".
SHEET METAL SCREW EDGE DISTANCE MIN 1 /2".
1
1.250"
T
INSWING THRESHOLD
HARDWARE SCHEDULE
0.962"+
T
OUTSWING THRESHOLD
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.
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DATE: 6/ 1()/06
SCALE: N. T. S.
DWG. BY: SWS
CHK. BY:
DRAWING NO.:
DWG-MA-FLO150-06
SHEET 2 OF 2