HomeMy WebLinkAboutWilcenski FL20468_R3_II_(e) Inst 20468.1 7/4/20Alk
Fiber -Classic. & Smooth -Starve.
COMPOSITE EDGE
-j�► took
INSWING/OUTSWING
,,IMPACT'
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 & R301.2.1.2 and does not require an
impact resistant covering. This product meets missile level " Y 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 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
Elevations
4
Horizontal & Vertical Cross Sections (2X Buck)
5
Horizontal & Vertical Cross Sections (1 X Buck)
6
Horizontal & Vertical Cross Sections (Direct to Masonry)
7
Vertical Cross Sections (Thresholds)
8
Buck & Frame Anchoring
9
Hardware Details
10
Components
11
Bill of Materials
37.75" MAX O.A.
FRAME WIDTH
DESIGN PRESSURE (PSI)
DESIGN PRESSURE (PSI)
CONFIGURATION
LOCK
INSWING
OUTSWING
HARDWARE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
X
Latch & Deadbolt
+67.0
-67.0
+67.0
-67.0
X
Multipoint
+50.0
1 -50.0
+50.0
1 -50.0
See Sheet 3 for Hardware Specifications
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DATE: 08/02/16
SCALE: N.T.S.
DWG. gr: X
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DRAWING NO.:
FL-20468.1
SHEET 1 OF 11
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0
0.5"
EXTERIOR 1.198"
1.199, I I �- 1.875" -- j 0.5'
mm
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COMPOSITE
I�CAP11
COMPOSITE I INTERIOR LOCK BLOCK J 1ILC
CAP HINGE STILE (12.5" LONG LVL) (ENGINEERED WOOD)
(ENGINEERED WOOD)
1 HORIZONTAL CROSS SECTION
2
MPOSITE HINGE STILE INTERIOR
CAP (ENGINEERED WOOD)
1.198" -
---1.875" ---I
LOCK BLOCK
(12.5" LONG WOOD)
2 HORIZONTAL CROSS SECTION
2
36.0" MAX. 35.813" MAX. 35.813" MAX.
DOOR DOOR DOOR
PANEL WIDTH PANEL WIDTH PANEL WIDTH
01
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ICI III V� FlEtX-lAM�wMr[IX71
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08/02/1 s
SCALE: N.T.S.
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DRAWING NO.:
FL-20468.1
SHEET 2 OF 11
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HARDWARE TABLE
MANUFACTURER
MODEL
KNOB:
F51
SCHLAGE
DEADBOLT:
B60
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 and recessed panel doors.
Similar opaque panel configurations are allowed.
Panels shown are for illustration and are representative only.
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DRAWING NO.:
FL-20468.1
SHEET 3 OF 11
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1 VERTICAL CROSS SECTION
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w/ STANDARD STRIKE _ ± 55 PSF
w/ SECURITY STRIKE _ ± 65 PSF
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DRAWING NO.:
FL-20468.1
SHEET 6 OF 11
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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 SMS at each end.
W
SEE NOTE 1
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1 VERTICAL CROSS SECTION
7 Inswing Sill
3 VERTICAL CROSS SECTION
Outswing Sill
EXTERIOR
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SCALE: N.T.S.
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DRAWING NO.:
FL-20468.1
SHEET 7 of 11
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JAMB TO HEAD DETAIL
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DATE: 08/02/16
SCALE: N.T.S.
DWG. BY: X
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DRAWING NO.:
FL-20468.1
SHEEP 8 OF 11
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2X BUCK 25 Latch and Deadbolt Multipoint Lock MASONRY 30 0 o N (n
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MASONRY M 2X BUCK LATCH & DEADBOLTDETAIL o w Ro
29 Multipoin Lock o ( -
LATCH & DEADBOLT DETAIL $g G. 1 X BUCK I a z
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MASONRY MULTIPOINT LOCK STRIKE DETAILS � �_ F
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DIRECT TO
(Standard Deadbolt Strike Plate) M MASONRY 24 23 N
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DEADBOLT STRIKE DETAILS HINGE DETAIL DWG BY: X
(Security Deadbolt Strike Plate)
CHK. BY: LFS 3:
DRAWING NO.:
FL-20468.1
0
[SHM 9 OF 11 N
3
.,
7.59" 7.5"
04
Ln
LQ
32 INSWING THRESHOLD
Inswing Basic Composite Adjustable Sill 7-1 /2'
4.56'
Fe,
33 INSWING_ THRESHOLD
Inswing Basic Fixed Sill
34 INSWING THRESHOLD
Inswing Moderate Climate Sill 1-316'
tNSWING'THR_ESHOLD
35 Inswing Moderate Climate Sill
5.75"
Ln
Ln,'
INSWING THRESHOLD
3b Inswing Basic fixed 5-3/4" Sill
INSWING THRESHOLD
37 Inswing Basic Fixed 7-1 /2" Sill
4.56'
$ INSWING THRESHOLD
Inswing Composite Adjustable Sill
39 INSWING THRESHOLD
Inswing Basic Composite Adjustable Sill
N
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*MLIKACCESS THRESHOLD
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in
0 8 SWEEP
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N 4.56'
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WOOD JAMB
U,I--OUTSWING THRESHOLD
Composite Sill
UI-77-�OUTSWING THRESHOLD
Composite / Aluminum Sill
r-■ 5.75'
18 OUTSWING THRESHOLD
Composite /Aluminum Sill
(Thermal Break)
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SCAM N.T.S.
DWG. BY: JK
CHK. BY: LFS
DRAWING NO.:
FL-20468.1
SHEET 10 OF 11
..111111111N.
BILL OF MATERIALS
BILL OF MATERIALS
ITEM #
DESCRIPTION
MATERIAL
REM #
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
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
28B
DEADBOLT STRIKE PLATE (SECURITY)
STEEL
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
OUTSWING THRESHOLD
ALUM/COMP
41
DOOR PANEL (HYBRID)
-
17
OUTSWING THRESHOLD
ALUM/COMP
42
DOOR PANEL (U 1)
-
18
OUTSWING THRESHOLD
ALUM/COMP
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
CONCRETE ANCHOR NOTES:
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:
;4NCHOR
ANCHOR
MtN
MIN. CLEARANCE
MIN. CLEARANCE
TYPE
SIZE
EMBEDMENT
TO MASONRY
TO ADJACENT
_.:
EDGE
ANCHOR:. -:
ITW
1/4"
1-1/4"
2"
4"
TAPCON
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:
I. 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.
DWG. BY: JK
CHK. BY: LFS
DRAWING NO.:
FL-20468.1