HomeMy WebLinkAboutAPPROVED Therma-Tru Product InstallationTHERMAITRU 0
THERMA TRU DOORS
1 1 6 INDUSTRIAL DR., EDGERTON, OH 4351 7
"CLASSIC CRAFT"
K
"CLASSIC CRAFT RUSTIC SERIES"
OPAQUE FIBERGLASS DOOR
INSWING / OUTSWING
"IMPACT"
GENERAL NOTES
1. This product has been evaluated and is in compliance with the 5th Edition (2014)
Florida Building Code (FBC) excluding the "High Velocity Hurricane Zone".
2. Product anchors shall be as listed and spaced as shown on details. anchor
embedment to base material shall be beyond wall dressing or stucco.
3. When used in wind-borne debris regions this product complies with section
1609.1.2 of the FBC as an impact resistant product and does not require the use
of an external impact resistant covering. This product meets missile level "D" and
includes Wind Zone 4 as defined in ASTM E 1996 and Section 1609.1.2.2. of the
FBC.
4. For 2x stud framing construction, anchoring of these units shall be the some as
that shown for 2x buck masonry construction.
5. Site conditions that deviate from the details of this drawing require further
engineering analysis by a licensed engineer or registered architect.
TABLE OF CONTENTS
SHEET#
DESCRIPTION
I
Typical elevation, design pressures, & general notes
2
Door panel details
3
Horizontal cross sections
4
Vertical cross sections
5
Buck & frame ancho6ng
6
Bill of materials & components
43.5 7' MAX.
OVERALL WIDTH
41.75"' MAX.
PANEL WIDTH
2
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"CLASSIC CRAFT'
43.51Y' MAX.
OVERALL WIDTH
41.75' MAX.
PANEL WIDTH
"CLASSIC CRAFT RUSTIC SERIES"
SWING
OVERALL
FRAME
DIMENSION
DESIGN PRESSURE (PSF)
POSRIVE
NEGATIVE
INSWING
43.50" x 98.25'
+50.0
-65.0
OUTSWING
43.50" x 96.75"
+50.0
-50.0
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4 Inswing configuration SWING NO, m
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FL-6993.1 a
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SHEET 4 Or 6
4"
14
MASONRY TYP• HEAD
OPENING & JAMBS
4 1
2X BUCK
BUCK ANCHORING
d
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Lt MASONRY
- OPENING —
f -
FRAME
3 -
h
2X BUCK
HINGE DETAIL
CONCRETE ANCHOR NOTES:
1. Concrete anchor locations at the comers maybe adjusted to maintain the min.
edge distance to mortarjoints.
2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to
maintain the min. edge distance to mortarjoints, additional concrete anchors
may be required to ensure the MAX. ON CENTER" dimension are not exceeded.
3. Concrete anchor table:
ANCHOR-
AdCNOk
A4(N.
MIN. CLEARANCE
MI CLEARANCE:
11.111
TYPE
SIZE ?
EMBEDMENT
TO MASC!NRY
TO ADJA.11 CENT .-
.EDGE
ANCHOR . ,
TfW TAPCON ®
1/4"
1-1/4"
2"
4"
ELCO
1/4"
1.1/4"
1'
4"
ULTRACON
Ti1N ®
3/16"
3"
TAPCON
WOOD SCREW INSTALLATION NOTES:
1. Maintain a n**n m 518" edge distance. 1• end distance, 3 I"o.c. spacing of
Wood screws to prevent the Splitting of Wood.
FRAME ANCHORING
(2X buck installaflon)
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MASONRY
OPENING
— TYP. HEAD &
—
JAMBS
FRAME
n2i OUTSWING
I BUCK
—
31 INSWING
i I
STRIKE PLATE DETAIL —4 6" f�—
FRAME ANCHORING
(IX buck installation)
HINGE DETAIL
2X buck masonry
34
24 24 10
24 34
STRIKE PLATE DETAIL STRIKE PLATE DETAIL HINGE DETAIL
2X buck masonry I X buck masonry I X buck mosor ty
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BILL OF MATERIALS
ITEM
DESCRIPTION
MATERIAL
1
DOOR SKIN .095' MIN. THK. FIBERGLASS BY THERMA TRU
WITH YIELD STRENGTH Fy (MIN) = d,000 PSI
FIBERGLASS
2
TOP RAIL
WOOD COMPOSITE
3
LATCH STILE /LOCK BLOCK OAK, S.G. >= O.d7
LVL OR LSL /OAK
4
HINGE STILE OAK, S.G. >= 0.67
LVL OR LSL /OAK
S
BOTTOM RAIL
WOOD COMPOSITE
6
POLYURETHANE FOAM 1.91bs. DENSITY
POLYURETHANE
7
SHORT REACH COMPRESSION WEATHER-STRIP
FOAM
8
LONG REACH COMPRESSION WEATHER-STRIP
FOAM
9
4" X 4"HINGE .04T' THK.
STEEL
10
# 10 X 3/4"PFH WOOD SCREW
STEEL
1 i
# 10 X 1"PFH WOOD SCREW
STEEL
12
# 10 X T PFH WOOD SCREW
STEEL
13
#8 X 2-1/2" PFH WOOD SCREW
STEEL
14
i /4" X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW
STEEL
15
2X BUCK S.G. >= 0.42
WOOD
16
MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI
301 OR HOLLOW BLOCK CONFORMING TO ASTM C90
CONCRETE
17
1 /4" MAX. SHIM SPACE
WOOD
18
KWIKSET SIGNATURE SERIES PASSAGE LOCK
-
19
ONE PIECE BUMP FACE THRESHOLD
ALUM./WOOD
20
HEADER PONDEROSA PINE, S.G. >= 0.42
WOOD
21
1/4" X 1-3/4"PFH ITW CONCRETE SCREW
STEEL
22
HINGE JAMB PONDEROSA PINE, S.G. >= 0.42
WOOD
23
KWIKSETSIGNATURESERIES 780 DEADBOLT
-
24
#8 X 7' PFH WS
STEEL
2b
STRIKE JAMB PONDEROSA PINE, S.G. >= 0.42
WOOD
27
STRIKE PLATE
STEEL
28
SELF-ADJUSTING INSWING SADDLE THRESHOLD
ALUM./WOOD/VINYL
29
DOOR BOTTOM SWEEP
VINYL
30
1/4" X 3-314"PFH ITW CONCRETE SCREW
STEEL
31
1 J4" X 2-1 /4"PFH ITW CONCRETE SCREW
STEEL
32
1 X BUCK S.G. >= 0.42
WOOD
33
DOOR PANEL -SEE DOOR PANEL DETAILS SHEET FOR CONSTRUCTION DETAILS
34
3/16" X 3-i/4"PFH ITW CONCRETE SCREW
STEEL
35
1/4" X 3-1/4"PFH ITW CONCRETE SCREW
STEEL
A.
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�1 DOOR BOTTOM SWEEP i,1 OUTSWING BUMP FACE
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FL-6993.1 0
SHEET 6 of 6 N