HomeMy WebLinkAboutProduct Review; Composite Opaque Fiberglass Single Door - ImpactTHERMANTRU"
DOORS
Fiber -Classic. & Smooth -Stara
COMPOSITE EDGE
OPAQUE FIBERGLASS Psi G�,E DOOM.
INSWING/OUTSWING
rrlMPAc r
GENERAL NOTES
1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida
Building Code (FBC) structural requirements excluding 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 areas requiring wind bome debris protection, this product complies with FBC
Sections 1609.1.2 & R301.2.12 and does not require an impact resistant covering. This
product meets missile level"Cr and includes Wind Zone 4 as defined in ASTM El976 and
FBC Sections 1609.12.2 & R301.2.1.2.1.
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.
6. Fiber -Classic & Smooth -Star Door panel require the use of "J" part numbers and must be
stained or painted within sic months of installation.
I TABLE OF CONTENTS
DESCRIPTION
G+
�4
37.75' MAX.
rFRAME WIDTH
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P W
O W O
X
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-
91.
CONFIGURATION
LOCK
HARDWARE
CENTERLINE
LOCK
HARDWARE
DESIGN PRESSURE (PSI)
INSWING
DESIGN PRESSURE (PSI)
COMING
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
X
5-1/2"
Latch & Deadbolt
+60.0
-67.0
+60.0
-60.0
X
12"
Latch & Deadbolt
+67.0
-67.0
+67.0
-67.0
X
N/A
Multipoint
+50.0
-50.0
+50.0
-50.0
See Sheet 3 for Hardware Specifications
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EXTERIOR
EXTERIOR is
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COMPOSITE HINGE STILE LOCK STILE COMPOSITE HINGE STILE LOCK STILE
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CAP (ENGINEERED WOOD) INTERIOR (ENGINEERED WOOD) CAP (ENGINEERED WOOD) (ENGINEERED WOOD)
R t T
INTERIOR
L CROSS SECTION L CROSS SECTION
HORIZONTAL HORIZONTAL
TOP RAIL feo
(COMPOSITE/ENGINEERED w
36.9'MAX. 35.813'MAX. 35.813'MAX. WOOD )
DOOR DOOR DOOR
PANEL WIDTH PANEL WIDTH PANEL WIDTH
4
FOAM CORE
(POLYURETHANE-
1.9 PCF MIN.) Iz
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DOOR PANEL DOOR PANEL gpDOO1 PANEL —20468.4
40 OR 41 OR ., 42 MW_ FL
DOOR
DOOR
Door Ul Doa Islim 2 or
INS
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SEE HARDWARE
CHART
KNOB: F51
SCHLAGE
DEADBOLT: 860
KNOB: SIGNATURE SERIES
KWIKSET
DEADBOLT: SIGNATURE SERIES (980)
HOPPE
MULTIPOINT:MPDGART
(THERMA-TRU)
(3 pt. Manual Tongue)
Fiber-Classic/Smooth-Star Door Panel Options
Products approved include all embossed panel doors and 2 panel recessed panel doors.
Similar opaque panel configurations are allowed.
Panels shown are for illustration and are representative only.
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DATE:08/02/16
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EMS. (TYP.)
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2 HORIZONTAL CROSS SECTION
3
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CH. Y- LFS ?
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Outswing shown (Inswing similar) shown shown (Inswing similar)
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3 HORIZONTAL CROSS SECTION
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$ Shown w! 1X sub buck
onnwu c NO.:
Ouhwing shown (Inswing imlar)
Outswing shown (Inswing similar)
FL-20468.4
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1-1/4"MIN.
EMB. (TYP.)
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MAX.
' MAX.
EXTERIOR INTERIOR EXTERIOR INTERIOR
1 VERTICAL CROSS SECTION 4 VERTICAL CROSS SECTION
ti Shown Direct to Masonry 6 Shown Direct to Masonry
OuWng only w/ 4-9/16'jamb Outswing only w/ 6-9/16' Jamb
DIRECT TO MASONRY MAX. DESIGN PRESSURE:
w/ STANDARD STRIKE = ± 47 PSF
w/ SECURITY STRIKE = ± 55 PSF
C C
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INTERIOR
40 41 42
a a op e
INTERIOR
EXTERIOR
INN -
_ 1-1/4" MIN.
EMB. (TYP.)
2 HORIZONTAL CROSS SECTION 3e HORIZONTAL CROSS SECTION
6 Shown Direct to Mosonry 6 Shown Drcect to Masonry
Outswing only w/4-9116 jamb Outswingonly w/4-9/16'jamb
Shown Direct to Masonry
Outswing only w/ 6-9/16' jamb
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N.T.S.
6 HORIZONTAL CROSS SECTION • JK
6 Shown Direct to Masonry cm O,r: IFS
Outswing only w/ 6-9/16'jamb OrsewINc NO.:
F1-20468.4
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Notes:
I. Sill Item #'s 17, 18, 32, 34, 35, 36, 37, 38 & 34 are attached to iambs w/ (3) #8 X 2-1 /T pfh screws at each end.
Sill Item Ws 16 & 33 are attached to iambs w/ (2) #8 X 2-1 /T pth screws at each end.
Sill Item # 151s attached to iambs utilizing (21 It 10 X 2' pph SMS at each end.
INTERIOR —77,)&771— EXTERIOR
SEE NOTE
T VERTICAL CROSS SECTION
7 Inswing Sill
INTERIOR
SEE NOTE
EXTERIOR
p° °
2 VERTICAL CROSS SECTION
7 Inswing Sill
EXTERIOR INTERIOR
EXTERIOR D7i /T INTERIOR
SEE NOTE 1
3 VERTICAL CROSS SECTION
� Outswing Sill
SEE NOTE
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SCALE: M.T.S.
DING. ew: JK
CHK BY. LFS
4 VERTICAL CROSS SECTION DPAWM No.:
7 Public Access 311 FL-20468.4
SHEEr __L OF 11
a
4" (TYP.)
..
a
t
o
D
"
HEAD & JAMBS
s(TYP.)
2X BUCK
a
8
3
0
50 PSF MAX
3
m O
MASONRY
PP.) 2X BUCK ANCHORING
2X BUCK
MASONRY
I
D
HEAD & JAMBS
(TYP.)
67 PSF MAX
O'
8x2-1/2' ��i j'•.
FH WS
JAMB TO�HEAD DETAIL
1 "yp•) l
� 2X BUCK
BUCK
(TYP.)
j IX BUCK
M DIRECTTO
N MASONRY
FRAME
(TYP.)
HEAD&JAMBS
I[
(TYP.)
FRAME ANCHORING
E:0$/02/16 i
N.T.S.
c. an JK m'
c. B* LFS 3
WING NO.:
FL-20466.4
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SEE HINGE i^+OO �N:7 z%`O�
DETAIL PYP.) i�j'•., :4y-L u m n
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DIRECT TO 26 a' ,c n L o m° O o
MASONRY M a — 0 0 O SEE TONGUE E N p o a
Pn to 0 0 b` O STRIKE DETAIL
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2X BUCK ±
G � 8 a
IXBUCK G ❑ C; � f
DIRECT TO M N o Y o
MASONRY rn y 0 0 �i O o
LATCH & DEADBOLTDETAIL ' ® N m Ma a
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& DEADBOLT T { o
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2X BUCK L DETAIL m p o DETAIL
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MASONRY MRIKE
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$ Mulli oint Lock 2X BUCK
Latch and Deadbolt Latch and Deadbolt P � i 7d (,? p
SI/2'ONCENTER ITONCENTER 1XBUCK G F � LA
2X BUCK 25 DIRECT TO M m Cn o
MASONRY Imz
IXBUCK G ❑ 27 L 2X BUCK 30 aDDIRECTTO M 88 29 G 1XBUCK Y
MASONRY MDIRECT TO E
LATCN d DEADBOLT DETAIL M DIRECT TO MASONRY LATCH 6 DEADBOLTDETAIL a
MASONRYu Ipoln oc SchiageL2423
DATe OB 02 16 i
LATCH & DEADBOLT STRIKE DETAILS DEADBOLT STRIKE DETAILS MULTIPOINT LOCK STRIKE DETAILS N.T.S.
(Security Deadbolt Strike Plate) owc. er JK
HINGE DETAIL
cHw BY. LFS 3
DROANG NO.:
FL-20466.4 0
SHEET H OF t T N
E
7.59" 7.5'
*-Il�NS-.WFIWMIG.OM.R—Cl.Sn.op:t- Adjustable Sill 7-117'
*LST—"—oIHoTI.;Wg IZd S
5.75'
INSWING
THRESHOLD
ModerateCa..
teSill 1-3/8,
5.75"
*INSWING
SW'MrH:SHOO
1.ng1.d1.Cr.Climate sill
*LNITN,G I., Sm
37 �11116 THRESHOLD
1. T� M.Millsill
4.56'—
38 INSWING MRIS�HOID
InswingCompositeAdjustable A
*LNI.T INSWING 1I.SH011) I , THRESHOLD Adjustable SDI
o
2W
� WOOD JAMB
g_q ffflNG _THRESHOLD
C P.S,t.SIJ
4.56'
OUFSWING THRESHOLD
OUrSWING THRESHOLD
CompositeJAIunumSIU
(Thermal Break)
2.06'
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oCONCRETE
ANCHOR NOTES:1.
Concrete anchor locations at the comers may be adjusted to
maintain the min.edge
distance to mortarjoints.2. "MAX.
Concrete anchor locations noted as
ON CENTER"must be adjusted tomaintain
the min. edge distance to mortarjoints, additional concrete anchors
may be required to ensure the 'MAX. ON CENTER"dimenston are not exceeded.3.
12"
Concrete anchor table:IN
CLEARANCE
MtN CLEARANCECHOR
EMEMENT'
..:.... EDGE
ANCHOR:_i
o.......
^
Z
1/4" 1-1/4
7
4"
o
rMtc 08102116
z
TAITW
ELCO ® 1/4" 1-1/4"
ULTRA ON
1"
4"
so-m- N.T.S.
owa er: JK
m'
TAPCON® 3/161TW" 4"
AS SHOWN
1-1/2"
aH. er: LFS
3
DRAWKc ND-
Ir
W
WOOD SCREW INSTALLATION NOTES:
I
1. Maintain a minimum 518" edge distance, 1"end distance, & 1" o.c. spacing of
FL-20466.4
N
wood screws to prevent the splitting of wood.
SHEET 11 OF 11
i
10
BILL OF MATERIALS
BILL OF MATERIALS
ITEMS
DESCRIPTION
MATERIAL
ITEM N
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 (STANDARD)
STEEL
MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI
CONCRETE
28A
DEADBOLT SUB STRIKE PLATE
STEEL
28B
DEADBOLT STRIKE PLATE (SECURITY)
STEEL
E
301 OR HOLLOW BLOCK CONFORMING TO ASTM C90
G
3/16" X 3-1 /4" ITW CONCRETE SCREW
STEEL
29
4' X 4"HINGE
STEEL
J
1/4" X 3-3/4"PFH ELCO OR ITW CONCRETE SCREW
STEEL
30
LATCH & DEADBOLT STRIKE PLATE (TONGUE SYSTEM)
ALUM/COMP
L
# 10 X 2-1 /2" PFH WOOD SCREW (1.15" MIN. EMBEDMENT)
STEEL
31
MULTIPOINT STRIKE PLATE (TONGUE SYSTEM)
ALUM/COMP
M
3/16" X 2-1/4" ITW CONCRETE SCREW
STEEL
32--
INSWING THRESHOLD
ALUM/COMP
N
3/16" X 2-3/4" ITW CONCRETE SCREW
STEEL
33
INSWING THRESHOLD
ALUM/COMP
1
JAMB (FINGER JOINT PINE)
WOOD
34
INSWING THRESHOLD
ALUM/COMP
6
WEATHERSTRIP (MEDIUM REACH)
FOAM
35
INSWING THRESHOLD
ALUM/COMP
7
WEATHERSTRIP (LONG REACH)
FOAM
36
INSWING THRESHOLD
ALUM/COMP
8
SWEEP
VINYL
37
INSWING THRESHOLD
ALUM/COMP
9
SWEEP (USE w/ MODERATE CLIMATE THRESHOLD)
VINYL
38
INSWING THRESHOLD
ALUM/COMP
10
SWEEP (USE w/ PUBLIC ACCESS THRESHOLD)
VINYL
39
INSWING THRESHOLD
ALUM/COMP
15
PUBLIC ACCESS THRESHOLD
ALUM
40
DOOR PANEL (BOOK)
-
16
OUTSWINGTHRESHOLD
ALUM/COMP
41
DOOR PANEL (HYBRID)
-
17
OUTSWING THRESHOLD
ALUM/COMP
42
DOOR PANEL (Ul)
-
18
OUTSWING THRESHOLD
ALUM/COMP
22
#8 x 3/4"PFH WOOD SCREW
STEEL
23
#10 x 3/4" PFH WOOD SCREW
STEEL
24
#lOx 1" PFH WOOD SCREW
STEEL