1685 ATLANTIC BEACH RES25-0023 FL17347_R6_II_(j) Inst 17347.4 aplastpro
5200 W. CENTURY BLVD.
LOS ANGELES, CA 90045
GLAZED FIBERGLASS DOORS
DOUBLES
w/ or w/o SIDELITES
L
INSWING / OUTS WING
"NON -IMPACT"
LL
u
GENERAL NOTES c
This product has been evaluated and is in compliance with the 8th Edition (2023)
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 is
required to be protected with an impact resistant covering that complies with
FBC Sections 1609.1.2 & R301.2.1.2.
In
For 2x stud framing construction, anchoring of these units shall be the same as
that shown for 2x buck masonry construction.
Site conditions that deviate from the details of this drawing require further
engineering analysis by a licensed engineer or registered architect.
IX
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148.5" MAX. OVERALL FRAME WIDTH
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No. 43409
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® STATE OF
4ORI0;°•°° ®���
37.25'' MAX.
74" MAX. FRAME WIDTH //// I I I1►1►��
�� FRAME WIDTH
Digitally signed by Lyndon F Schmidt
Date: 2023.08.16 11:37:39 -04'00'
C7
TABLE OF CONTENTS
SHEET#
DESCRIPTION
1
Typical elevations, design pressures & general notes
2
Door & Sidelife panel details
3
Lite frame glazing details
4
Elevations
5
Horizontal & Vertical Cross Sections (2X Buck)
6
Horizontal & Vertical Cross Sections (1 X Buck)
7
Horizontal & Vertical Cross Sections (Direct to Masonry)
8
Vertical Cross Sections (Thresholds)
9
Horizontal & Vertical Cross Sections (Direct to Masonry)
10
Buck anchoring
11
Frame anchoring & hardware details
12
Bill of materials and components
IX
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148.5" MAX. OVERALL FRAME WIDTH
```�►►111111///'''
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No. 43409
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4ORI0;°•°° ®���
37.25'' MAX.
74" MAX. FRAME WIDTH //// I I I1►1►��
�� FRAME WIDTH
Digitally signed by Lyndon F Schmidt
Date: 2023.08.16 11:37:39 -04'00'
C7
MAX.
LATCH
DESIGN PRESSURE
DESIGN PRESSURE
CONFIG.
FRAME
STILE STEEL
(PSF)
(PSF)
DIMENSION
REINFORCEMENT
INSWING
OUTSWING
POS.
NEG.
LU
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NEG.
REQUIRED
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PIA
This item has been digitally signed and sealed by
L. F. Schmidt, P.E. on the date adjacent to the seal.
Printed copies of this document are not
considered signed and sealed and the signature
must be verified on any electronic copies.
THIS PRODUCT APPROVAL IS VALID
ONLY FOR THE STATE OF FLORIDA
SEE SHEET 12 FOR ASTRAGAL DESIGN PRESSURE LIMITATIONS
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1 DF 12
MAX.
LATCH
DESIGN PRESSURE
DESIGN PRESSURE
CONFIG.
FRAME
STILE STEEL
(PSF)
(PSF)
DIMENSION
REINFORCEMENT
INSWING
OUTSWING
POS.
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SEE SHEET 12 FOR ASTRAGAL DESIGN PRESSURE LIMITATIONS
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1 DF 12
EXTERIOR
FOAM CORE
3.7"
STILE (LVL)INTERIOR / LATCH STILE (LVL) CAP (PVC)
CAP (PVC) /-'�
35.75' MAX. PANEL
WIDTH
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50 PLASTPRO SIDELITE PANEL
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SEE SHEET 1 FOR DESIGN PRESSURE LIMITATIONS
DOOR LOCK HARDWARE TABLE
MANUFACTURER
MODEL
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KNOB: SERIES (400)
KWIKSET
DEADBOLT: SERIES (660)
(3
KNOB: CIRRUS 100 C
YALE
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DEADBOLT: 820 SINGLE CYLINDER
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3" FH WS @ EACH CORNER THROUGH PVC CAP INTO RAIL
(4 TOTAL - REQUIRED FOR DOOR PANEL w/out
LATCH STILE STEEL REINFORCEMENT ONLY)
EXTERIOR
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(POLYURETHAI
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FIBERGLASS SKII
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DATE: 10/8/14
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VERTICAL CROSS SECTION
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FL -17347.4
SHEET 6 OF 12
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DATE: 10/08/14
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SCALE: N.T.S.
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FL -17347.4
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DATE: 10/08/14
4 VERTICAL CROSS SECTION
5 VERTICAL CROSS SECTION
SCALE: N.T.S.
$ Inswing sill
$ Outswing sill
DWG. BY: JK
CHK. BY: LFS
DRAWING NO.:
FL -17347.4
SHEET $ OF 12
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EMB. (TYP.) SCALE: N.T.S.
1 HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION 3 HORIZONTAL CROSS SECTION DWG. BY: JK
9 Shown Direct to Masonry9 Shown Direct to Masonry CHK. BY: LFS
9 Shown Direct to Masonry Outswing only w/ 6-9/16" jamb Outswing only w/ 6-9/16' jamb DRAWING NO.:
Outswing only w/ 4-9/16" jamb
Double Door Only (N/A w/ Sidelites) FL -17347.4
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SCALE: N. T. S.
DWG. BY: JK
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DRAWING NO.:
FL-17347.4
SHEET 10 OF 12
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ASTRAGAL SCREW LOCATIONS
ASTRAGAL STRIKE PLATE
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ASTRAGAL BOLT DETAIL
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ANG NO.:
FL -17347.4
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CONCRETE ANCHOR NOTES:
1. Concrete anchor locations at the corners may be adjusted to maintain the min.
edge distance to mortarjoints.
2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to
maintain the min. edge distance to mortarjoints, additional concrete anchors
may be required to ensure the "MAX. ON CENTER" dimension are not exceeded.
3. Concrete anchor table:
ANCHOR
BILL OF MATERIALS
MIN.
ITEM #
DESCRIPTION
MATERIAL
A
1 X BUCK (G >= 0.42)
WOOD
B
2X BUCK (G >= 0.42)
WOOD
C
1/4" MAX. SHIM SPACE
-
D
1/4" PFH CONCRETE SCREW (1-1/4" MIN. EMB.)
STEEL
E
MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI
301 OR HOLLOW BLOCK CONFORMING TO ASTM C90
CONCRETE
F
1/4" X 3-3/4" PFH DeWALT OR ITW CONCRETE SCREW
STEEL
G
3/16" x 3-1/4" PFH ITW CONCRETE SCREW
STEEL
I
1/4" X 1-3/4" PFH DeWALT OR ITW CONCRETE SCREW
STEEL
J
#10 X 2" PFH WOOD SCREW
STEEL
L
# 10 X 2-1/2" PFH WOOD SCREW (1.15" MIN. EMB.)
STEEL
M
3/16" X 2-1/4" ITW CONCRETE SCREW
STEEL
N
3/16" X 2-3/4" ITW CONCRETE SCREW
STEEL
P
1/4" X 2-1/4" PFH DeWALT CONCRETE SCREW
STEEL
1
POLY FIBER JAMB
COMP.
6
DOOR SWEEP
PVC
7
WEATHERSTRIP (ENDURA FORCE 5)
FOAM
8
WEATHERSTRIP (Q-LON)
FOAM
9
#9 x 3/4" PFH WOOD SCREW
STEEL
11
4" X 4" HINGE
STEEL
12
LATCH STRIKE PLATE
STEEL
13
DEADBOLT STRIKE PLATE
STEEL
20
INSWING THRESHOLD
ALUM/COMP
21
INSWING THRESHOLD w/ SIDELITE ADAPTER
ALUM/COMP
22
OUTSWING THRESHOLD
ALUM/COMP
23
OUTSWING THRESHOLD w/ SIDELITE ADAPTER
ALUM/COMP
24
ADA THRESHOLD
ALUM
25
OUTSWING THRESHOLD
ALUM/WOOD
26
INSWING THRESHOLD
ALUM/WOOD
27
INSWING THRESHOLD w/ SIDELITE ADAPTER
ALUM/WOOD
33
ASTRAGAL (DLP OR ENDURA)
ALUM
40
DOOR PANEL
-
50
SIDELITE PANEL
-
CONCRETE ANCHOR NOTES:
1. Concrete anchor locations at the corners may be adjusted to maintain the min.
edge distance to mortarjoints.
2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to
maintain the min. edge distance to mortarjoints, 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
TO MASONRY
TO ADJACENT
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EDGE
ANCHOR
ITW BUILDEX
3/16"
1-1/4"
3"
1-1/2"
TAPCON®
1/4"
1-1/4"
2"
4"
DeWALT ®
ULTRACON+
1/4"
1-1/4"
1"
4"
WOOD SCREW INSTALLATION NOTES:
1. Maintain a minimum 5/8" edge distance, I" end distance, & 1" o.c. spacing of
wood screws to prevent the splitting of wood.
1.75"
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DLP
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20 INSWING THRESHOLD 22 OUTSWING THRESHOLD
Endura (Z -Series) Endura (Z -Series)
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21 INSWING THRESHOLD w/ SIDELITE ADAPTER
Endura (Z -Series)
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CONCEALED
STIFFENER
25 OUTSWING THRESHOLD
DLP
5/16" 0 SLIDE BOLT
(9-1/2" LONG w/
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RETAINER
33 ENDURA ASTRAGAL
Ultimate Hurricane
MAX. DESIGN PRESSURE=±45 PSF
SIDELITE
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DATE: 10/08/14
SCALE: N. T. S.
4.57" —
DWG. BY: JK
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CHK. BY: LFS
DRAWING NO.:
27 INSWING THRESHOLD w/ SIDELITE ADAPTER
FL -17347.4
DLP
SHEET 12 OF 12
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