HomeMy WebLinkAboutFL NOA 18582.6FLUSH GLAZED FIBERGLASS DO
6'-8" GLAZED DOUBLE DOOR WITH / WITH
GENERAL NOTES
1. EVALUATED FOR USE IN LOCATIONS ADHERIN
THE FLORIDA BUILDING CODE AND WHERE P
REQUIREMENTS AS DETERMINED BY ASCE 7,
DESIGN LOADS FOR BUILDINGS AND OTHER
DOES NOT EXCEED THE DESIGN PRESSURES
2. WHEN INSTALLED IN THE HIGH VELOCITY HUI
HURRICANE PROTECTIVE SYSTEM (SHUTTERS)
3. WHEN INSTALLED IN THE WIND-BORNE DEBR
EXCLUDING THE HIGH VELOCITY HURRICANE
HURRICANE PROTECTIVE SYSTEM IS NOT REQ
PANELS WITH IMPACT GLASS, BUT IS REQUIR
WITH NON -IMPACT GLASS.
4. POLYURETHANE CORE FLAME SPREAD INDEX
AND SMOKE DEVELOPED INDEX OF 60 PER
POLYSTYRENE CORE FLAME SPREAD INDEX 0
AND SMOKE DEVELOPED INDEX OF 115 PER
5. PLASTICS TESTING OF FIBERGLASS FACING:
TEST DESCRIPTION DESIGNATION RE
SELF IGNITION TEMP
ASTM D1929
7!
RATE OF BURNING
ASTM D635
0.:
SMOKE DENSITY
ASTM D2843
53
TENSILE STRENGTH*
ASTM D638
3.;
6. PLASTICS TESTING OF LITE FRAME MATERIAL:
TEST DESCRIPTION DESIGNATION RE
SELF IGNITION TEMP
ASTM D1929
74
RATE OF BURNING
ASTM D635
0.1
SMOKE DENSITY
ASTM D2843
13
TENSILE STRENGTH*
ASTM D638
-i
* COMPARATIVE TENSILE STRENGTH AFTER WI
4500 HOURS XENON ARC METHOD 1
SINGLE DOOR UNIT
DOUBLE ❑ OR UNIT
TABLE OF CONTENTS
SHEET #
DESCRIPTION
1
TYPICAL ELEVATIONS & GENERAL NOTES
2
ANCHORING LOCATIONS & DETAILS
3
ANCHORING LOCATIONS & DETAILS
i 3"
DETAIL "D"
SEE DETAIL
"C"
3" -
#8 x 2-1/2"
#8 x 2-1/2"
"F"
#10x2»
#10 x 5/8
#10 x 5/8
#10x2'
F 0.50"
T
HANDICAP THRESHOLD
FRAME / DOOR
DETAIL "C"
TYPICAL
0.962"+
1.375"
T T
INSWING THRESHOLD OUTSWING THRESHOLD
0
W
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v) "D"
J
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W
#8 x 2-1/2»
r �
#10 x 1"
r 10 x 1" DETAIL "E" ASTRAGAL
ATTACH ASTRAGAL RETAINER BOLT
STRIKE PLATE TO FRAME
AS SHOWN.
0 124" AN
1
1.75" EZ;j 1.047"
T
HIGH DAM 0 S THRESHOLD
10
6"
endum to NAM
CertiificaliortNo.: 1 -7a
Reviewed By:
Date RO 11
Add
;EE DETAIL
C"
PH
ASTRAGAL RETAINER BOLT HOLE
MUST BE DRILLED THROUGH
THE THRESHOLD & INTO THE
STRUCTURE DEEP ENOUGH
FOR A 1.375" THROW
DETAIL "E" ASTRAGAL
N
EALED — DECORATIVE INSERT
0.090" SAFLEX IIIG (OPTIONAL)
0.124" ANNEALED - _- .0124" TEMP.
FACTORY APPLIED
FACTORY APPLIED
•�f �•°
a
POLYMER SEALANT
POLYMER SEALANT
p• •'v-
INTERIOR
TYPICAL GLAZING
EXTERI46
DETAIL
IMPACT RATED GLASS
FACTORY
APPLIED
BACKBEDDIN
- .0124" TEMP.
FACTORY
APPLIED
BACKBEDDING
EXTERIO INTERIOR
TYPICAL GLAZING DETAIL
NON —IMPACT GLASS
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'DATE: 8/ 1 D/ 15
SCALE: N. T. S.
DWG. BY: SWS
CHK. BY:
DRAWING NO.:
DWG-MA-FLO182-15
SHEET 2 OF 3
CCC r%=A11
SEE DETAIL
"C" SHT. 2
ATTACHMENT DETAIL
1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED,
SIGNED AND SEALED BY ROBERTO LOMAS, 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, 1 /4" TAPCONS, AND # 10 TEK SCREWS.
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". TEK SCREW EDGE
DISTANCE MIN 1 /2".
2. ANCHORING INTO STEEL STRUCTURE MUST BE SUFFICIENT TO
ACHIEVE 3 THREADS MINIMUM BEYOND STEEL INTERIOR SURFACE.
1M"
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 155 LBS.
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"D" SHT. 2
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9
3.-
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0
3" --
MAX ,.
SHIM
TYPICAL MASONRY
ANCHOR INSTALLATION
3"
36"
'
3,
6" 6" I
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6"
3" f
3"
6"
6"
1.25"
MIN
1"
MIN
"
`MAX
SHIM
CL —I
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TYPICAL
WOOD
BUCK
ANCHOR
INSTALLATION
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.
F MAX
SHIM
1X BUCK MASONRY
ANCHOR INSTALLATION
c� Addendum to NAM!
Gedi,
Reviewed By:
Date R
1"X1/2" CORRUGATED #10X2" WOOD SCREW
3" FROM EACH END 6" FROM EACH END
AND 7" OC AND 12" OC
J ACRYLIC
LATEX
CAULK
ACRYLIC
LATEX
r CAULK CL
COMBINATION WOOD COMBINATION WOOD
MULLION (BOXED) MULLION (BOXED)
(3) # 10X2-1 /2"
WOOD SCREWS
EACH END
it
INTEGRAL WOOD
MULLION (CHS)
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DATE: 8/ 10/ 15
SCALE: N. T. S.
DWG. BY: SWS
CHK. BY:
DRAWING NO.:
DWG—MA—FLO182-15
SHEET 3 OF 3
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