HomeMy WebLinkAboutAPPROVED Montero Front Door - FL15213_R4_II_(b) Inst 15213.1IF plastpro
5200 W. CENTURY BLVD.
LOS ANGELES, CA 90045
Smooth / Wood Grain / White Wood Grain
Rustic / Mahogany
Series Fiberglass Door
INSWING / OUTS WING
"IMPACT"
GENERAL NOTES
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 El996 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.
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
37.5" MAX. O.A.
FRAME WIDTH
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SWING
OVERALL
FRAME
DIMENSION
DESIGN PRESSURE (PSF),
POSITIVE
NEGATIVE
INSWING
37.5" x 82.0"
+65.0
-70.0
OUTSWING
37.5" x 80.37"
+65.0
-65.0
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DATE: 02/16/12
SCALE: N. T. S.
DWG. BY: JK
CHK. BY: LFS
DRAWING NO.:
FL-15213.1
SHEET _I OF 7
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1 HORIZONTAL CROSS SECTION
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35.75' MAX.
DOOR 1.58" —{
PANEL WIDTH
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REINFORCEMENT WOOD
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DATE: 02/16/12
SCALE: N.T.S.
DWG. BY: ,JK
CHK. BY: LFS
DRAWING NO.:
FL-15213.1
SHEET 2 OF 7
1-1 /4" MIN.
EMB. (TYP.)
HORIZONTAL CROSS SECTION
Outswing shown - inswing
also approved
1-1 /d" AKIN
3 HORIZONTAL CROSS SECTION
3 Shown w/1X sub -buck
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INTERIC
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1 HORIZONTAL CROSS SECTION
$ Outswing shown - inswing
also approved
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DATE: 02/16/12
SCALE: N.T.S.
DWG. BY: JK
CHK. BY: LFS
DRAWING NO.:
FL-15213.1
SHEET 3 OF 7
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1 VERTICAL CROSS SECTION
4 Outswing shown - inswing
also approved
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3 VERTICAL CROSS SECTION
4 Outswing configuration
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4 VERTICAL CROSS SECTION
4 Inswing configuration
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DATE: 02/16/12
SCALE: N. T. S.
DWG. BY: JK
ICHK. BY: LFS I
DRAWING NO.:
FL-15213.1
4 OF 7
V
MASONRY
OPENING
BUCK ANCHORING
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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:
uu►r_e IAAAD
ANCHOR
ANCHOR
MIN.
MIN. CLEARANCE
MIN. CLEARANCE
TYPE
SIZE
EMBEDMENT
TO MASONRY
TO ADJACENT
€DGE
ANCHOR
ITW 0
1/4"
1-1/4"
2"
4"
TAPCON
DeWALT ®
1/4"
1-1/w,
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.
2X -
BUCK
MASONRY
OPENING
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FRAME ANCHORING
Masonry 2X buck construction
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STRIKE JAMB
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 5 Of %
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BUCK
FRAME
MASONRY
OPENING
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
MIN. CLEARANCE
TYPE
SIZE
EMBEDMENT
TO MASONRY
TO ADJACENT
:EDGE
ANCHOR
ITW
1/4"
1-1/4"
2"
4"
TAPCON
DeWALT ®
1/4"
1-1/4"
1"
4"
ULTRACON+
ITW 0
3/16"
1-1/4"
3"
1-1/2"
TAPCON
WOOD SCREW INSTALLATION NOTES:
1. Maintain a minimum 518" edge distance, I" 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 JAMB
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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 DeWALT 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
1 DOOR PANEL - SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS
-
cv 4.56'
mg
mi;! �
f — 2.43'
&AML
= 1
CV
4.56"
:. 2.12" --�
(-- 2.43' -)
23 POLY FIBER JAMB
ci
Lo
04
4.56" ( 4.56"
Ln
c'
15A ADJUSTABLE INSWING SILL
IS ADJUSTABLE INSWING SILL
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