HomeMy WebLinkAboutPOA PLASTPRO-3068-6-PANEL-INSWING-OUTSWING-IMPACTplastpro
5200 W. CENTURY BLVD.
LOS ANGELES, CA 90045
Smooth / Wood Grain / White Wood Grain
Rustic / Mahogany
Series Fiberglass Door
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 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 " 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 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.
TABLE OF CONTENTS
SHEET #
DESCRIPTION
1
Typical elevation, design pressures, & general notes
2
Door panel details
3
Horizontal cross sections
4
Vertical cross sections
5
Buck and frame anchoring - 2X buck masonry construction
6
Frame anchoring -1 X buck masonry construction
7
Bill of materials & components
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OVERALL DESIGN PRESSURE (PSF)
SWING FRAME
INSWING 1 37.50" x 82.00" I +65.0 1 -70.0
OUTSWING 1 37.50" x 80.37" I +65.0 1 -65.0
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DRAWING NO.:
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DATE: 02/16/12
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FL-15213.1
SHEET 3 OF 7
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DRAWING NO.: ri
FL-15213.1 ro
0
SHEET 4 OF % N
2X
BUC
MASONRY
OPENING
BUCK ANCHORING
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:
HINGE JAMB
ANCHOR
ANCHOR
M/N.
MIN•.CLEARANCE
:MIN. CLEARANCE
TYPE
SIZE
EMBEDMENT
TO MASONRY
TO ADJACENT
EDGE
ANCHOR
ITW ®
1/41,
211
411
TAPCON
ELCO
1/4"
1-1/4"
1"
4"
ULTRACON
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.
FRAME
MASONRY
OPENING
7
FRAME ANCHORING
Masonry 2X buck construction
6"
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DATE: 02/16/12
SCALE: N.T.S.
DWG. BY: JK
CHK. BY: LFS
DRAWING NO.:
FL-15213.1
SHEET 5 OF 7
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MASONRY
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HINGE JAMB
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.
MIN. CLEARANCE
E; MliP CLEARANC
TYpE
SIZE
EMBEDMENT
TO MASONRY
TO ADJACENT
EDGE:
ANCHOR.
ITW ®
14"
/
1-1/4n
2"
tiff
TAPCON
ELCO
1/4"
1-1/4"
in
4"
ULTRACON
ITW ®
3/16"
1-1/4"
3"
TAPCON
WOOD SCREW INSTALLATION NOTES:
1. Maintain a minimum 518" edge distance, 1"end distance, & I"o.c. spacing of
wood screws to prevent the splitting of wood.
TYP. HEAD &
JAMBS
FRAME ANCHORING
Masonry 1 X buck construction
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STRIKE PLATE DETAIL
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DATE: 02/16/12
SCALE: N.T.S.
DWG. BY: JK
CHK. BY: LFS
DRAWING NO.:
FL-15213.1
SHEET 6 OF 7
BILL OF MATERIALS
ITEM
DESCRIPTION
MATERIAL
1
MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI
301 OR HOLLOW BLOCK CONFORMING TO ASTM C90
CONCRETE
2
1 X BUCK SG >= 0.55
WOOD
3
2X BUCK SG >= 0.55
WOOD
4
1 /4" MAX. SHIM SPACE
-
5
1 /4' X 2-3/4" PFH ELCO OR ITW CONCRETE SCREW
STEEL
6
# 10 x 2-1 /2" PFH WOOD SCREW 1.15" MIN. EMBEDMENT)
STEEL
8
#9 x 3/4' PFH WOOD SCREW
STEEL
9
DOOR SKIN MIN. 0.075" THICK
FIBERGLASS
10
INSWING VINYL DOOR BOTTOM SWEEP BY ENDURA
VINYL
l0A
VINYL DOOR BOTTOM SWEEP #3628 BY HOLM IND.
VINYL
11
REINFORCEMENT WOOD FOR LOCK
WOOD
12
FINGER JOINTED PINE JAMB
WOOD
13
#9 x 2-1 /4" PFH WOOD SCREW
STEEL
14
BOTTOM RAIL
CELLULAR PVC
15
INSWING ADJUSTABLE THRESHOLD BY ENDURA
ALUM. / WOOD
15A
INSWING ADJUSTABLE ALUMINUM THRESHOLD BY DLP
ALUM. / WOOD
16
FORCE 5 WEATHER STRIPPING BY ENDURA
FOAM
16A
COMPRESSION WEATHER STRIP QLON 650 BY SCHLEGEL
FOAM
17
KWIKSET KEYED ENTRY - SIGNATURE SERIES
STEEL
18
KWIKSET DEADBOLT - SIGNATURE SERIES 780)
STEEL
20
POLYURETHANE FOAM BY NANYA
POLYURETHANE
21
4" x 4" BUTT HINGE
STEEL
23
POLY FIBER JAMB
COMP. / VINYL
24
HINGE & LATCH STILE
CELLULAR PVC
25
TOP RAIL
CELLULAR PVC
26
DEADBOLT STRIKE PLATE
STEEL
27
LATCH STRIKE PLATE
STEEL
28
OUTSWING BUMP THRESHOLD
ALUM. / WOOD
29
HINGE & LATCH STILE REINFORCEMENT
LVL
30
1 /4" X 3-3/4" PFH ITW CONCRETE SCREW
STEEL
31
#9 x 1" PFH WOOD SCREW
STEEL
32
1 /4" x 3-1 /4" PFH ITW CONCRETE SCREW
STEEL
33
3/16" X 3-1 /4" PFH ITW CONCRETE SCREW
STEEL
40
DOOR PANEL - SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS
-
h
c" 4.56"
1—
2.12" —► i
I- 2.43'
i2 JAMB
15A ADJUSTABLE /NSWING SILL
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28 OUTSWING BUMP THRESHOLD
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DATE: 02/16/12
SCALE: N. T. S.
DWG. BY: JK
CHK. BY: LFS
DRAWING NO.:
FL-15213.1
SHEET 7 OF 7