HomeMy WebLinkAboutAPPROVED, 20468.8 Thermatru Door..1111111/1,,
Fiber -classic.. & Smooth -Star.
COMPOSITE EDGE
GLAZED FIBERGLASS SINGLE DOOR
w/ S►DELITE(S)
INSWING/OUTSWING
" IM PACT'
GENERAL NOTES
1. This product has been evaluated and is in compliance with the 7th Edition (2020)
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 borne 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
E1996 and FBC Sections 1609.1.2.2 & R301.2.1.2.1.
4. For 2x stud framing construction, anchoring of these units shall be the same 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 & Sidelite panels require the use of "J" part numbers
and must be stained or painted within six months of installation.
TABLE OF CONTENTS
SHEET#
DESCRIPTION
1
Typical Elevations, Design Pressures & General Notes
2
Door Panel Details
3
Sidelite Panel Details
4
Elevations
5
Horizontal & Vertical Cross Sections (2X Buck)
6
Horizontal & Vertical Cross Sections (1X Buck)
7
Horizontal & Vertical Cross Sections (Direct to Masonry)
8
Vertical Cross Sections (Thresholds)
9
Buck Anchoring
10
Frame Anchoring
11
Hardware Details
12
Glazing Details
13
Components
14
Bill of Materials
F
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WIDTH,.
37.75' MAX 37.5' MAX.
FRAME WIDTH FRAME WIDTH
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FRAME WIDTH FRAME WIDTH
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DESIGN PRESSURE (PSF)
DESIGN PRESSURE (PSI)
CONFIGURATION
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OUTSWI NG
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
xO/Ox, OxO
+47.0
-50.0
+50.0
-50.0
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SCALE: N. T. S.
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DRAWING NO.:
FL-20468.8
SHEET 1 OF 14
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EXTERIOR 1.875 `�♦♦ ••• . /,/®�i��
0.5" 1.199, G1 1.198" - I -- 0.5"
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FL-20468.8
BOOK Hybrid Door U1 Door SHEET 2 OF 14
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INTERIOR
1 HORIZONTAL CROSS SECTION
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PANEL WIDTH
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DATE: 08/02/16
SCALE: N. T. S.
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DRAWING NO.:
FL-20468.8
SHEET 3 OF 14
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ELEVATION
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Fiber-Classic/Smooth-Star Door Panel Options
Products approved include all embossed and recessed panel doors.
Similar glazed panel configurations are allowed.
Panels shown are for illustration and are representative only.
SEE HARDWARE CHART
KNOB: SIGNATURE SERIES
I KWIKSET IDEADBOLT: SIGNATURE SERIES (980) I
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(THERMA-TRU) (3 pt. Manual Tongue)
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DATE: 08/02/16
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.WING NO.:
FL-20468.8
:Er 4 OF 14
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0.15" C-SINK
7� (TYP)
24
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0.15" C-SINK
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SEE NOTE 1
25 I/
EXTERIOR
1-1/4"MIN. �•� (�) 29
EMB. (TYP.) L *(41CQ
1 HORIZONTAL CROSS SECTION
5 Shown w/ 2X Buck
Outswing shown (Inswing similar)
SEE NOT'.
5 HORIZONTAL CROSS SECTION
5 Outswing shown (Inswing similar)
1.15" MIN. Notes:
EMB. (TYP.) 1. Sidelite assembly screws located 6" from each end and 5 more screws
equally spaced between (7 screws total per side jamb).
E 2. Sidelite assembly screws located 3" from each end & at centerline
B- (3 screws along head jamb).
50
1 1-1/4" MIN. _
EMB. (TYP.)
% 2"�\ HORIZONTAL CROSS SECTION
Shown w/ 2X Buck
Outswing shown (Inswing similar)
6 HORIZONTAL CROSS SECTION
5 Outswing shown (Inswing similar)
N
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3"� VERTICAL CROSS SECTION
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SCALE: N. T. S.
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DRAWING NO.:
FL-20468.8
SHEET 5 OF 14
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1 HORIZONTAL CROSS SECTION
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LOCK BLOCK
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PANEL iWIDTH
40 DOOR PANEL
BOOK
41 DOOR PANEL
Hybrid Door
42 DOOR PANEL
U 1 Door
TOP RAIL
(COMPOSITE/ENGINEERED
\ WOOD) \
- FOAM CORE -
(POLYUREfHANE -
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3 VERTICAL CROSS SECTION 4 VERTICAL CROSS SECTION DATE: 08/02/16
2 n SCALE: N. T. S.
L DWG. BY: JK
CHK. BY: LFS
DRAWING NO.:
FL-20468.8
SHEET 2 OF 14
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EXTERIOR
INTERIOR
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Notes: �`� A. •' �t� /�i
1. Sidelite assembly screws located 6' from Or• •'•r
each end and 5 more screws equally spaced
between (7 screws total per side jamb). Chi 4? M
2. Sidelite assembly screws located 3' from each N.;7 z° ® �
end & at centerline (3 screws along head jamb). E o o 0►;.. ��. U) 6 rn V)
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6 Shown w/ I sub -buck 6 Shown w/ I sub -buck 25 W w o L w
Outswing shown (Inswing similar) Outswing shown (Inswing similar) _ ! w Q
SEE NOTE 2
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EXTERIOR INTERIOR \
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DATE: 08102116
4 VERTICAL CROSS SECTION SCALE: N. T. s.
6 Shown w/ 1 X sub -buck DWG. BY: JK
Outswing shown (Inswing similar) CHK. BY: LFS
DRAWING NO.:
i
FL-20468.8
SHEET 6 OF 14
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M
1
40 X41 X42
EXTERIOR
INTERIOR
51
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 5 more
equally spaced between (7 screws total per side jamb).
2. Sidelite assembly screws located 3" from each end & at centerline
(3 screws along head jamb).
OVID. I 1 1 .)
1 HORIZONTAL CROSS SECTION
7 Shown Direct to Masonry
Outswing only w/ 6-9/16' jamb
7
w
EXTERIOR
1.5'
MAX.
MIN...
4 VERTICAL CROSS SECTION
7 Shown Direct to Masonry
Outswing only w/ 6-9/16' jamb
Jtt NUIt 1
2 VERTICAL CROSS SECTION
7 Shown Direct to Masonry
Outswing only w/ 6-9/16' jamb
1-1/4' MIN.
EMB. (TYP.)
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DATE: 8102116
SCALE: N.T.S.
DWG. BY: JK
CHK. BY: LFS
DRAWING NO.:
FL-20468.8
SHEET 7 OF 14
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101
Notes:
1. Sill Item #'s 17, 18, 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 2" pph screws at each end.
2. Sidelite assembly screws located Y from each end & at centerline (3 screws along sill).
pis ��ii� •
INTERIOR ---&ffZ&W8
J 41 42 40 41 42 9
8
38 39 32 33 34 35 3b 37
/E SEE NOTE 1\
SEE NOTE 1 � (E )
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1 VERTICAL CROSS SECTION
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SEI
4 VERTICAL CROSS SECTION
$ Public Access Sill
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0
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2 VERTICAL CROSS SECTION
$ Inswing Sill
5 VERTICAL CROSS SECTION
$ Inswing Sill
3 VERTICAL CROSS SECTION
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b VERTICAL CROSS SECTION
$ Outswing Sill
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DATE: 08/02/16
SCALE: N.T.S.
DWG. BY: JK
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DRAWING NO.:
FL-20468.8
SHEET 8 OF 14
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(TYP.)
JAMBS
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DATE: 08/02/16
SCALE: N. T. S.
DWG. BY: JK
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DRAWING NO.:
FL-20468.8
SHEET 9 OF 14
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DIRECT TO
MASONRY
JAMBS
HEAD
(TYP.) 3" (TYP.) —►
T' (TYP.)
L 2X BUCK
j 1 X BUCK
HEAD & JAMBS
(TYP.)
DIRECT TO N
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JAMBS
(TYP.)
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SCALE: N. T. S.
DWG. BY: JK
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DRAWING NO.:
FL-20468.8
SHEET 10 OF 14
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Kwikset
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SUB STRIKE
PLATE
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25 ° 27
LATCH & DEADBOLT DETAIL
Schlage
LATCH & DEADBOLT STRIKE DETAILS
SEE LATCH
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STRIKE JAMB
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MULTI POINT LOCK STRIKE DETAILS
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DATE: 08/02/16
SCALE: N. T. S.
DWG. BY: ,JK
CHK. BY: LFS
DRAWING NO.:
FL-20468.8
SHEET 11 OP 14
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CELLULAR
GLAZING TAPE
DOW 995
OR
SIKA 552
#10 X 1-1/2"PPH SMS
INTERIOR
1 /2" GLASS BITE
1" THK. GLASS
1 /8" TEMPERED GLASS
1 /2° AIR SPACE
5/32" ANNEALED GLASS
0.090"PVBINTERLAYER
(SAFLEX OR KURARAY BUTACITE)
1 /8" ANNEALED GLASS
SWIGGLE GLAZING SPACER
G� GLAZING DETAIL
Aluminum Impact Lite Frame
Door Panels & Sidelites
3A ALUMINUM FRAME
Aluminum Impact Lite Frame
Door Panels & Sidelites
N'
(TYP.)
20.88" D.L.O.
WIDTH
n
M
ALUMINUM LITE FRAME
1
10 X 1-1/2" PPH SMS
(TYP.)
INTERNAL GRID (GBG)
PRIVACY INSERT
WROUGHT IRON INSERT
1" LAMINATED INSULATED IMPACT GLASS INSERT OPTIONS
ISERT
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DATE: 08/02/16
SCALE: N. T. S.
DWG. BY: IJK
CHK. BY: LFS
DRAWING NO.:
FL-20468.8
SHEET 12 OF 114
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7.59" 7.5"
EO
01
N
�,, INSWING THRESHOLD
�� Inswing Basic Composite Adjustable Sill 7-1 /2'
4.56'
LO
�1 INSWING THRESHOLD
�� Inswing Basic Fixed Sill
5.75"
Fn
34 INSWING THRESHOLD
Inswing Moderate Climate Sill 1-3/9'
35 INSWING THRESHOLD
Inswing Moderate Climate Sill
+ 5.75"
LO
LO
36 INSWING THRESHOLD
Inswing Basic Fused 5-3/,C Sill
--1.79" -- I
v
CD 8 SWEEP
37 ►NSW ING_THRESHOLD
Inswing Basic Fixed 7-1/2"Sill
38 INSWING THRESHOLD
Inswing Composite Adjustable Sill
34 INSWING THRESHOLD
Inswing Basic Composite Adjustable Sill
6.0"
Co
0
0
� 5 PUBLIC ACCESS THRESHOLD
1.92"
a
0
4 SWEEP
2.06"
b
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LO 4.56" h
0
LIT
I— 2.36' --1
WOOD JAMB
j --
�;� OUTSWING THRESHOLD
° Composite Sill
7 OUTSWING THRESHOLD
Composite / Aluminum Sill
U-;-8a�OUTSWING THRESHOLD
Composite / Aluminum Sill
(Thermal Break)
I-- 2.18"
N
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75 SIDELITE SPACER
Inswing
2.13"
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0 76 outswing
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SIDELITE SPACER
Inswing
Moderate Climate Threshold
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DATE: 08102116
SCALE: N. T.S.
DWG. BY: JK
CHK. BY: LFS
DRAWING NO.:
FL-20468.8
SHEET 1.5 OF
..1111111111.
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" PFH ITW CONCRETE SCREW
STEEL
36
INSWING THRESHOLD
ALUM/COMP
1
JAMB (FINGER JOINT PINE)
WOOD
37
INSWING THRESHOLD
ALUM/COMP
6
WEATHERSTRIP (MEDIUM REACH)
FOAM
38
INSWING THRESHOLD
ALUM/COMP
7
WEATHERSTRIP (LONG REACH)
FOAM
39
INSWING THRESHOLD
ALUM/COMP
8
SWEEP
VINYL
40
DOOR PANEL (BOOK)
-
9
SWEEP (USE w/ MODERATE CLIMATE THRESHOLD)
VINYL
41
DOOR PANEL (HYBRID)
-
10
SWEEP (USE w/ PUBLIC ACCESS THRESHOLD)
VINYL
42
DOOR PANEL (U 1)
-
15
PUBLIC ACCESS THRESHOLD
ALUM
50
SIDELITE
-
16
OUTSWING THRESHOLD
ALUM/COMP
75
SIDELITE SPACER (INSWING)
PVC
17
OUTSWING THRESHOLD
ALUM/COMP
76
SIDELITE SPACER (OUTSWING)
PVC
18
OUTSWING THRESHOLD
ALUM/COMP
77
SIDELITE SPACER (INSWING) - MODERATE CLIMATE SILL
PVC
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
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N
75
n
CONCRETE ANCHOR NOTES:
1. 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:
ANCHOR
ANCHOR
MIN.
M1N. CLEARANCE
j.M N. CLEARANCE
TYPE
SIZE .
EMBEDMENT
T(} MASONRY
TO ADJACENT. .
.
EDGE
ANCHOR
ITW ®
TAPCON
1/4"
1-1/4"
2"
4"
ELCO ®
1 4"
/
1.1/4"
1"
4"
ULTRACON
ITW ®
3/16"
1-1/4"
AS SHOWN
1-1/2"
TAPCON
WOOD SCREW INSTALLATION NOTES:
1. Maintain a minimum 518" edge distance, 1" end distance, & 1" o.c. spacing of
wood screws to prevent the splitting of wood.
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DATE:08102116
SCALE:
N. T. S.
DWG. BY: ,JK
m
CHK. BY: LFS
3
DRAWING NO.:
FL-20468.8
0
SHEET 14 OF 14
N