HomeMy WebLinkAboutProducts Review; Composite Edge Opaque Fiberglass Single Door`�111111;/�F�
THERMANTRU"
DOORS
Fiber -Classic. & Smooth -Star.
COMPOSITE EDGE
OPAQUE FIBERGLASS SINGLE DOOR
w/ SIDELITE(S)
INSWING/OUTSWING
"IMPACT' FILE DOPY
GENERAL NOTES
1. This product evaluation drawing has been developed in compliance with the 6th Edition (2017) Florida Building
Code (FBC) including the "High Velocity Hurricane Zone" (HVHZ).
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 the "HVHZ" this product complies with Section 1626 of the FBC and does not require an impact
resistant covering.
4. When used in areas outside of the "HVHZ" requiring wind bome debris protection, this product complies with FBC
Sections 1609.1.2 & R301.2.1.2 and does not require an impact resistant covering. This product meets missile level
"D" and includes Wind Zone 4 as defined in ASTM E 1996 and FBC Sections 1609.1.2.2 & R301.2.1.2.1.
5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry
...construction.- ......... . . .
6. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed
engineer or registered architect.
7. This product meets the water infiltration requirements for the "HVHZ".
8. Outswing configurations using Coastal Sill (item # 19) & Composite Sill (item # 16) under active doors meet water
infiltration requirements for "HVHZ". All other configurations do not meet the water infiltration requirements for the
"HVHZ" and shall be installed only in non -habitable areas or at habitable locations protected by an overhang or
canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees.
TABLE OF CONTENTS
SHEET#
DESCRIP17ON
SHEET#
1 .
Typical Elevations, Design Pressures & General Notes
8
Vertical Cross Sections (Thresholds)
2
Door Panel Details
9
Buck Anchoring
3
Sidelite Panel Details
10
Frame Anchoring
4
Elevations
11
Hardware Details
5
Horizontal & Vertical Cross Sections (2X Buck)
12
Glazing Details
6
Horizontal & Vertical Cross Sections (1 X Buck)
13
Components
7
Horizontal & Vertical Cross Sections (Direct to Masonry)
14 1
Bill of Materials
76.75" MAX. FRAME WIDTH
37.75' MAX. 37.5" MAX.
FRAME WIDTH FRAME WIDTH
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37.5" MAX. 37.75" MAX.
FRAME WIDTH FRAME WIDTH
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LOCK &
DESIGN PRESSURE (PSI)
DESIGN PRESSURE (PSI)
CONFIGURATION
LOCK
HARDWARE
DEADBOLT
INSWING
OUTSWING
SPACING
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
XO, OX, OXO
Latch & Deadbolt
5-1/2"
+50.0
-55.0
+55.0
-55.0
XO, OX, OXO
Latch & Deadbolt
12"
+55.0
-55.0
+55.0
-55.0
xo, ox, Oxo
Multipoint
N/A
+55.0
-55.0
+55.0
-55.0
See Sheet 3 for Hardware
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DATE 8102116
SCALE: N.T.S.
M. BY: JK
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DATE: 08/02/16
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BOTTOM RAIL SCALE: N.T.S.
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3 VERTICAL CROSS SECTION 4 VERTICAL CROSS SECTION DRAWING No.:
DOOR PANEL DOOR PANEL DOOR PANEL V
40 BOOK 41 Hybrid Door 42�U1 Door 2 2 FL-20470.5
sHEer 2 of 14
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36' MAX.
PANEL WIDTH
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DIA. MAX.
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AREA MAX.
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(COMP)
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(0.023' THK.)
EXTERIOR
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(MIN 0.06S' THICKNESS)
FOAM CORE
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I DATE: 08/02/16 1
SCALE: N.T.S.
DWG. BY: X
CHK. BY: LFS
DRAWING NO.:
FL-20470.5
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Fiber-Classic/Smooth-Star Door Panel Options .
Panel options shown are for illustration and are representative only
(similar opaque panel configurations are allowed)
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RD. R
:MANUFACTURER::..:::........................................................
KNOB: F51
I SCHLAGE I DEA BOLT: B60 I
IKWIKSET KNOB: SIGNATURE SERIES I DEADBOLT: SIGNATURE SERIES (980) I
HOPPE MULTIPOINT : MPDGART
(THERMA-TRU) (3 pt. Manual Tongue)
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DATE 08/02/16
SCALE N.T.S.
DWG. BY: JK
CHK. BY: LFS
DRAWING NO.:
FL-20470.5
OF 14
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0.15 C-SINK
(TYP)
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4
0.15' C-SINK
SEE NOTE 1
INTERIOR 25
23 i 24) EXTERIOR
1-1/4"MiN.i1 ►-I � 29 *(41CQ
EMB. (TYP.)
1 HORIZONTAL CROSS SECTION
5 Outswing shown (Inswing similar)
1-1/4" MIN.
EMB. (TYP.) —
2 HORIZONTAL CROSS SECTION
5 Outswing shown (Inswing similar)
1.16' MIN.
EMB. (TYP.)
5 HORIZONTAL CROSS SECTION 6 HORIZONTAL CROSS SECTION
5 Outswing shown (Inswing similar) 5 Outswing shown (Inswing similar)
Notes: ���� .; ._...
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1. Sidelite assembly screws located 6 from Q;
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each end and 6 more screws equally spaced CD
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2. Sidelite assembly screws located 3 from each N ; z
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end & at centerline (3 screws along head jamb). �.:
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EXTERIOR
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VERTICAL CROSS SECTION
DRAWING No.:
5
Outswing shown (Inswing similar)
FL-20470.5
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Notes:
1. Sidelite assembly screws located 6" from
each end and 6 more screws equally spaced
between (8 screws total per side jamb).
2. Sidelite assembly screws located T from each
end & at centerline (3 screws along head jamb).
E
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INTERIOR
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• I 1-1 /4" MIN. 29
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40 X 41142
1 HORIZONTAL CROSS SECTION
6 Shown w/ 1 X sub -buck
Outswing shown (Inswing similar)
CMD. I I 1 r.)
2 HORIZONTAL CROSS SECTION
6 Shown w/ 1 X sub -buck
Outswing shown (Inswing similar)
3 VERTICAL CROSS SECTION
6 Shown w/ 1 X sub -buck
Outswing shown (Inswing similar)
4 VERTICAL CROSS SECTION
6 Shown w/ 1 X sub -buck
Outswing shown (Inswing similar)
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DATE 08/02/16
SCAM- N. T. S.
DWG. BY: JK
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CHK. BY: LFS
DRAWING NO.:
E
FL-20470.5
u
sHEEr 6 of 14 E
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3 HORIZONTAL CROSS SECTION
7 Shown Direct to Masonry
Outswing only w/ 6-9/16' jamb
Notes:
1. Sidelite assembly screws located 6" from each end plus 6 more
equally spaced, between (8 screws total per side jamb).
2. Sidelite assembly screws located 3" from each h end & at centerline
(3 screws along head jamb).
LIVID. I IV.]
7 HORIZONTAL CROSS SECTION
7 Shown Direct to Masonry
Outswing only w/ 6-9/16' jamb
EXTERIOR
4 VERTICAL CROSS SECTION
7 Shown Direct to Masonry
Outswing only w/ 6-9/16' jamb
to
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SEE NOTE 1
1-1/4"MIN.
2 VERTICAL CROSS SECTION EMB. (TYP.)
7 Shown Direct to Masonry
Outswing only w/ 6-9/16' jamb
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DATF- 8102116
SCALE:
N.T.S.
DWG. BY: JK i
CHK. BY: LF$
DRAWING NO.:
FL-20470.5
SHEET 7 OF 14
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Notes:
I. Sill Item #'s 17, 18, 19, 32, 34, 35, 36, 37, 38 & 39 are attached to jambs w/ (3) #8 X 2-1 /2"pfh screws at each end.
Sill Item #'s 16 & 33 are attached to jambs w/ (2) #8 X 2-1/2" pfh screws at each end.
Sill Item #15 is attached to jambs utilizing (2) #10 X T pph SMS at each end.
2. Sidelite assembly screws located T from each end & at centerline (3 screws along sill).
INTERIOR
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EXTERIOR
40 41 42
SEE NOTE 1
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EXTERIOR
INTERIOR
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1 VERTICAL CROSS SECTION 2 VERTICAL CROSS SECTION
CQ
$ Inswing Sill w $ Inswing Sill
EXTERIOR
I
4 VERTICAL CROSS SECTION
$ Public Access Sill
INTERIOR
SEE NOTE 2 (25 1
za:
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5 VERTICAL CROSS SECTION
$ Inswing Sill
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$ Outswing Sill
EXTERIOR
SEE NOTE 2 (25
76
50)
16 17 18
6 VERTICAL CROSS SECTION
$ Outswing Sill
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SCALE N.T.S.
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DRAWING NO.:
FL-20470.5
SHEET 8 OF 14
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MASONRY
(TYP.)
MULLION
--I 4" (TYP.)
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2X BUCK ANCHORING
MULLION
--1 4" (TYP.)
OXO
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DATE: 08/02/16
SCALE N.T.S.
DWG. BY: JK
CHK. BY: LFS
DRAWING NO.:
FL-20470.5
SHEET 9 OF 14
1
C
3
a
..�1111111�..
SEE NOTE 1
DIRECT TO D (IYt'.) DIKKA IU D
MASONRY MULLION MASONRY
HEAD HEAD
(TYP.) 4" (TYP.) 3. (TYP.) (TYP.)
8" (TYP.) T. (TYP.)
a a
JL2X UCK G1OL 2X BUCK
UCK SEE NOTES 1 & 2 1X BUCK
HEAD & JAMBS — HEAD & JAMBS
DIRECT TO (TYP.) (TYP.)
MASONRY N DIRECT TO N
MASONRY
JAMBS
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G G ISEE NOTE .1 SEE NOTE 1
XO/OX OXO DAM 08/02/16
ScALF-: N.T.S.
DWG. BY: X
NOTES: FRAME ANCHORING
1. 3/16" x 3-1 /4" ITW concrete screw toe -nailed _ DRARWING BY: LFS
through mullion into masonry (each face). D2. # 10 X 3" wood screw toe -nailed through mullion FL-20470.5
into 2X Buck (each face). SHEET 10 of 14
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Strike Plate DETAIL N = DETAIL N m
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STRIKE JAMB STRIKE JAMB HINGE JAMB STRIKE JAMB
30
25 p Latch & Deadbolt Latch & Deadbolt Multipoint Lock g
• 27 (12' o.c. spacing) (5-1 /2' o.c. spacing) Cv o w
L 2X BUCK
29 LATCH & DEADBOLT DETAIL o a
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DAm 08/02/16 z
L sa&E: N.T.S.
HINGE DETAIL DWG' BY: JK m
CHK. BY: LFS 3
DRAWING NO.: x
FL-20470.5
a
SHEET 11 OF 14 N
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EXTERIOR
CELLULAR
GLAZING TAPE
DOW 995
OR
SIKA 552
# 10 X 1-1 /2"PPH SMS
INTERIOR
1 /2' GLASS BITE
1" THK. GLASS
1/&'TEMPERED GLASS
1 /7' AIR SPACE
5/32' ANNEALED GLASS
0.090" PVB INTERLAYER
(SAFLEX OR KURARAY BUTACITE)
1 /8" ANNEALED GLASS
SWIGGLE GLAZING SPACER
Gl GLAZING DETAIL
Aluminum Impact Lite Frame
Door Panels & Sidelites
3A ALUMINUM FRAME
Aluminum Impact Ute Frame
Door Panels & Sidelites
e
r"•I
20.89' D.L.O.
WIDTH
ALUMINUM LITE FRAME
INTERNAL GRID (GBG)
PRIVACY INSERT
WROUGHT IRON INSERT
XIVE INSERT
1" LAMINATED INSULATED IMPACT GLASS INSERT OPTIONS
1-1/2" PPH SMS
(TYP.)
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DATE: 8102116
SCALP: N.T.S.
DWG. BY: JK
CHK. BY: LFS
DRAWING NO.:
FL-20470.5
SHEET 12 OF 14
I -.
7.59" 7.5"
LO
LQ
N
j - -
32 INSWING THRESHOLD
J� Inswing Basic Composite Adjustable Sill 7-1 /2"
— 4.56"
LO
33 INSWING THRESHOLD
Inswing Basic Fixed Sill
37 INSWING THRESHOLD
Inswing Basic Fixed 7-1/7' Sill
38 INSWING THRESHOLD
Inswing Composite Adjustable Sill
5.75 gr,
5.77'
_?
- =
34 INSWING THRESHOLD
Inswing Moderate Climate Sill 1 3/8"
5.75"
-F--jF . . . .
35 INSWING THRESHOLD
Inswing Moderate Climate Sill
5.75" —
to
INSWING THRESHOLD
36 Inswing Basic Fixed 5-J Sill
39 INSWING THRESHOLD
Inswing Basic Composite Adjustable Sill
6.0"
CV
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� � PUBLIC ACCESS THRESHOLD
--1.79" --I
0 8 SWEEP
I— —1.92"
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9 SWEEP
N 4.56" ft
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2.36" --I
UOUTSWING THRESHOLD
Composite Sill
Clio id— 0101 —i ph
OUTSWING THRESHOLD
17 Composite / Aluminum Sill
5.7S'
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f � 8 OUTSWING THRESHOLD
Composite /Aluminum Sill
(Thermal Break)
�2.18"�
00
2.06" f 0o
o SIDELITE SPACER
*SWEEP 75 Inswing
WOOD JAMB
4.56"
2.36"
C
n COASTAL OUTSWING THRESHOLD
Wood / Aluminum Sill
1.91" —►I
FLUSH BOLT�-•-- 0.063" o
CV
FLUSH BOLTS
RETAINER u
—� �-- 0.126'
Z� COASTAL ALUMINUM ASTRAGAL
2.13"
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76 SIDELiTE SPACER
CD Outswing
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DATE 08102116
scALE: N.T.S.
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DWG. BY: JK
CHK. BY: LFS
SIDELITE SPACER I
DRAWING No.:
Inswing
FL-20470.5
Moderate Climate Threshold
SHEET 13 of 14
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BILL OF MATERIALS
BILL OF MATERIALS
ITEM #
DESCRIPTION
MATERIAL
ITEM #
DESCRIPTION
MATERIAL
A
1 X BUCK (SG >= 0.42)
WOOD
25
#8 x 2-1/2" PFH WOOD SCREW
STEEL
B
2X BUCK (SG >= 0.42)
WOOD
26
#8 x 5/8" PFH WOOD SCREW
STEEL
C
1 /4" MAX. SHIM SPACE
-
27
LATCH STRIKE PLATE
STEEL
D
1 /4' X 2-3/4' PFH ELCO OR ITW CONCRETE SCREW
STEEL
28
DEADBOLT STRIKE PLATE
STEEL
E
MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI
301 OR HOLLOW BLOCK CONFORMING TO ASTM C90
CONCRETE
28A
DEADBOLT SUB STRIKE PLATE
STEEL
29
4" X 4" HINGE
STEEL
F
#10 X 2" PFH WOOD SCREW
STEEL
30
LATCH & DEADBOLT STRIKE PLATE (TONGUE SYSTEM)
ALUM/COMP
G
3/16" X 3-1 /4" ITW CONCRETE SCREW
STEEL
31
MULTIPOINT STRIKE PLATE (TONGUE SYSTEM)
ALUM/COMP
I
1/4" X 1-3/4" PFH ELCO OR ITW CONCRETE SCREW
STEEL
32
INSWING THRESHOLD
ALUM/COMP
J
1 /4" X 3-3/4" PFH ELCO OR ITW CONCRETE SCREW
STEEL
33
INSWING THRESHOLD
ALUM/COMP
L
#10 X 2-1/2" PFH WOOD SCREW (1.15" MIN. EMBEDMENT)
STEEL
34
INSWING THRESHOLD
ALUM/COMP
M
3/16' X 2-1 /4" ITW CONCRETE SCREW
STEEL
35
INSWING THRESHOLD
ALUM/COMP
N
3/16" X 2-3/4' ITW CONCRETE SCREW
STEEL
36
INSWING THRESHOLD
ALUM/COMP
Q
#10 x 3" PFH WOOD SCREW
STEEL
37
INSWING THRESHOLD
ALUM/COMP
1
JAMB (FINGER JOINT PINE)
WOOD
38
INSWING THRESHOLD
ALUM/COMP
6
WEATHERSTRIP (MEDIUM REACH)
FOAM
39
INSWING THRESHOLD
ALUM/COMP
7
WEATHERSTRIP (LONG REACH)
FOAM
40
DOOR PANEL (BOOK)
-
8
SWEEP
VINYL
41
DOOR PANEL (HYBRID)
-
9
SWEEP (USE w/ MODERATE CLIMATE THRESHOLD)
VINYL
42
DOOR PANEL (U l)
-
10
SWEEP (USE w/ PUBLIC ACCESS THRESHOLD)
VINYL
50
SIDELITE (FULL LITE)
-
15
PUBLIC ACCESS THRESHOLD
ALUM
75
SIDELITE SPACER (INSWING)
PVC
16
OUTSWING THRESHOLD
ALUM/COMP
76
SIDELITE SPACER (OUTSWING)
PVC
17
OUTSWING THRESHOLD
ALUM/COMP
77
SIDELITE SPACER (INSWING) - MODERATE CLIMATE SILL
PVC
18
OUTSWING THRESHOLD
ALUM/COMP
88
2X MULLION (SG >= 0.55)
WOOD
19
COASTAL OUTSWING THRESHOLD
ALUM/WOOD
22
#8 x 3/4" PFH WOOD SCREW
STEEL
23
#10 x 3/4" PFH WOOD SCREW
STEEL
24
#10 x 1" PFH WOOD SCREW
STEEL
sn
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C,UNC.KtItANC.t1UK NUItJ:
i . Concrete anchor locations at the comers may be adjusted to maintain the min.
edge distance to mortar joints.
2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to
maintain the min. edge distance to mortar joints, additional concrete anchors
may be required to ensure the "MAX. ON CENTER" dimension are not exceeded.
3. Concrete anchor table:
1. Maintain a minimum 518" edge distance, I" end distance, & I"o.c. spacing of
wood screws to prevent the splitting of wood.
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DATE: 08/02/16
SCALE: N.T.S.
M. BY: JK
CHK. BY: LFS
DRAWING NO.:
FL-20470.5
14 OF