HomeMy WebLinkAboutAPPROVED, 20468.1..111111i/i..
a 4 "T - F_�A, &I 3V A I
Fiber -Classic.,. & Smooth -Stark,
COMPOSITE EDGE
INS WING IO UTS WING
"►M 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 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 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
1 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
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DESIGN PRESSURE (PSF)
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
1 +50.0
-50.0
+50.0
-50.0
See Sheet 3 for Hardware Specifications
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DATE: 08/02/16
SCALE: N. T. S.
DWG. BY: JK
CHK. BY: LFS
DRAWING NO.:
FL-20468.1
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COMPOSITE I INTERIOR LOCK BLOCK STILE
CAP HINGE STILE (12.5" LONG LVLj (ENGINEERED WOOD)
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1 HORIZONTAL CROSS SECTION
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PANEL WIDTH PANEL WIDTH
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SCALE: N.T.S.
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FL-20468.1
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HOPPE I 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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DATE: 08/02/16
SCALE: N. T. S.
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DRAWING NO.:
FL-20468.1
SHEET 3 OF 11
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DRAWING NO.:
FL-20468.1
SHEET 4 OF 11
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2 HORIZONTAL CROSS SECTION
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2
40X41 X42
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Outswing shown (Inswing similar)
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DRAWING NO.:
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1
DIRECT TO MASONRY MAX. DESIGN PRESSURE:
w/ STANDARD STRIKE = ± 55 PSF
w/ SECURITY STRIKE = ± 65 PSF
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6 HORIZONTAL CROSS SECTION DWG. BY: JK
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Outswing only w/ 6-9/16jamb DRAWING NO.:
FL-20468.1
SHEET 6 OF 11
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Notes:
I. 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.
SEE NOTE 1
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32X38X39
SEE NOTE 1
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Inswing Sill
3 VERTICAL CROSS SECTION
7 Outswing Sill
40X41 X42
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15
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7 Public Access Sill
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DATE: 08/02/16
SCALE: N. T. S.
DWG. BY: JK
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DRAWING NO.:
FL-20468.1
SHEET 7 OF 11
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HEAD & JAMBS `t
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2X BUCK
MASONRY
(TYP.) 2X BUCK ANCHORING
A!'(TYP.)
HEAD & JAMBS
(TYP.)
67 PSF MAX
2X BUCK ANCHORING
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DATE:08102116
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2X BUCK 25 Latch and Deadbolt Multipoint Lock MASONRY 30 N a o o
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LATCHQ o to 1L,
& DEADBOLT DETAIL 88
Schlage M DIRECT TO
• MASONRY MULTIPOINT LOCK STRIKE DETAILS W Z
LATCH & DEADBOLT STRIKE DETAILS DIRECT TO �^ 0 o F
(Standard Deadbolt Strike Plate) M 24
MASONRY 23ul
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DATE:08102116 z
DEADBOLT STRIKE DETAILS HINGE DETAIL SCALE: N.T.S.DWG. BY: JK
(Security Deadbolt Strike Plate)
CHK. BY: LFS 3
DRAWING NO.:
FL-20468.1
0
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�„� INSWING THRESHOLD
Inswing Basic Composite Adjustable Sill 7-1 /7'
4.56"
h
%1
INSWING THRESHOLD
3 Inswing Basic Fixed Sill
5.75' -
/;� INSWING THRESHOLD
J`' Inswing Moderate Climate Sill 1-3/9'
35 INSWING THRESHOLD
Inswing Moderate Climate Sill
5.75"
LO
Fn
INSWING THRESHOLD
36 Inswing Basic Fixed 5-3/4'Sill
37 INSWING THRESHOLD
Inswing Basic Fixed 7-1/7' Sill
33 INSWING THRESHOLD
Inswing Composite Adjustable Sill
39 INSWING THRESHOLD
Inswing Basic Composite Adjustable Sill
N 4.56' ;�
�-
2.36"
WOOD JAMB
6 OUTSWING THRESHOLD
Composite Sill
07 OUTSWING THRESHOLD
Composite / Aluminum Sill
6A" o
5.75
00
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8 OUTSWING THRESHOLD
5 PUBLIC ACCESS THRESHOLD Composite / Aluminum Sill
-- (Thermal Break)
---1.79" T1.912- - �-•— 2.06"
aco
0 8 SWEEP 9 SWEEP `� 1 SWEEP Cam'
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SCALE: N. T. S. _
DWG. BY: JK
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DRAWING NO.:
FL-20468.1
10OF11
..�111111/i..
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 (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 (U1)
-
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:
1. Concrete anchor locations at the corners 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.
MIN `CLEARANCE
,MIN. -CLEARANCE
TYPE
SIZE
EMBEDMENT
70 MASONRY
TO:ADJACENT
EDGE:
-ANCHOR
ITW ®
TAPCON
1/ 4"
1-1 /4"
2"
4"
ELCO
1/4"
1-1/4"
1"
4"
U LTRACON®
ITW ®
3/16"
1-1/4"
AS SHOWN
1.1/2"
TAPCON
WOOD SCREW INSTALLATION NOTES:
I. Maintain a minimum 518" edge distance, 1" 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