HomeMy WebLinkAboutREVIEWED, ext doorsPlastpro
5200 W. CENTURY BLVD.
LOS ANGELES, CA 90045
GLAZED FIBERGLASS SINGLE DOOR
w/ or w/out SIDELITES
INSWING/ OUTS WING
"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 "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 elevations, design pressures & general notes
2
Door panel details and glazing detail
3
Sidelite panel details and glazing detail
4
Elevations
5
Horizontal cross sections
6
Vertical cross sections
7
Vertical cross sections
8
Buck anchoring
9
Frame anchoring
10
Hardware details
11
Bill of materials and components
115.0" MAX. OVERALL FRAME WIDTH
37.5" MAX.
37.25" MAX.
OVERALL
FRAME WIDTH
FRAME WIDTH
-- 1.59
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CONFIGURATION
MAX.
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DIMENSION
MAX. SIDELITE
D.L.O.
DIMENSION
DESIGN PRESSURE (PSF)
INSWING
DESIGN PRESSURE (PSF)
OUTSWING
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
X
37.5" X 98.0"
20.5" X 78.25"
+50.0
-50.0
+50.0
-50.0
OX/XO
76.25" X 98.0"
20.5" X 78.25"
+50.0
-50.0
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STILE REINFORCEMENT
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35.75' MAX.
DOOR
PANEL WIDTH
� DOOR PANEL
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RT
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LOCK BLOCK
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1 HORIZONTAL CROSS SECTION
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STRUCTURAL SILICINE (DOW 995)
24.22" MAX. NON STRUCTURAL SEALANT
FRAME WIDTH
20.5" MAX.
D.L.O. WIDTH
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FOAM CORE
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EXT.
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1/8" ANNEALED GLASS
0.090" SAFLEX®PVB
INTERLAYER
1 /8" ANNEALED GLASS
AIR SPACE
1 /8" TEMPERED GLASS
INT.
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(Alum.)
ALUMINUM SPACER
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(Alum.)
FOAM CORE
(POLYURETHANE -
1.9 PCF MIN.)
1" OVERALL GLASS THK.
1 /8" ANNEALED GLASS
0.090" SAFLEX®PVB
INTERLAYER
1 /8" ANNEALED GLASS
AIR SPACE
1 /8" TEMPERED GLASS
ALUMINUM SPACER
FIBERGLASS SKIN
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DATE: 02121112
SCALE: N.T.S.
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SHEET 3 OF 11
ELEVATION (X)
ELEVATION (XO - OX) ELEVATION (OXO)
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15" EMB. (TYP.) (TYP.) C
C-SINK
L (TYP.)
1 HORIZONTAL CROSS SECTION
5 Outswing shown - inswing also approved
NOTE:
1. Spacing for item K: 6' from ends
and 8 more equally spaced along EXTERIOR
sidelite (10 total).
SEE NOTE 1( K
88) (M) (27
4 HORIZONTAL CROSS SECTION
5 Outswing shown - inswing also approved
Shown w/1 X sub -buck
oft
2q 20
2 HORIZONTAL CROSS SECTION
5 Outswinq shown - inswing also approved
Shown with 2X reinforcement
■
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all
7
5 HORIZONTAL CROSS SECTION
5 Outswing shown - inswing also approved
3 HORIZONTAL CROSS SECTION
5 Outswinq shown - inswing also approved
Shown with 2X reinforcement
1-1/4' MIN.
EMB. (TYP.)
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DRAWING NO.:
FL-17184.1
SHEET 5 OF 111
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INTERIOR
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INTERIOR EXTERIOR
4 VERTICAL CROSS SECTION
b Outswing configuration
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DATE: 02121112
SCALE: N.T.S.
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DRAWING NO.:
FL-17184.1
SHEET 6 OF i 11
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SEE NOTE 1
1 VERTICAL CROSS SECTION
Outswing shown - inswing also approved
INTERIOR EXTERIOR
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NOTE
1. Spacing for item K: 6" from each end
and at centerline (3 total).
SI
INTERIOR EXTERIOR
50 K SEE NOTE 1
SEE NOTE 1
3 VERTICAL CROSS SECTION
7 Inswing configuration
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E
INTERIOR
EXTERIOR
SEE NOTE 1
DK 20 21
CL-
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5 VERTICAL CROSS SECTION
Outswing configuration
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DATE: 02121112
SCALE: N. T. S.
DWG. BY: JK
CHK. BY: LFS
DRAWING NO.:
FL-17184.1
SHEET 7 OF 11
�I
4"
(TYP.)
MASONRY71 TYP. HEAD
OPENING & JAMBS
2X BUCK
'a
v•
BUCK ANCHORING
X
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MASONRY I I & JAMBS MASONRY I I ( I & JAMBS
OPENING I I OPENING I I ( I
II II II
II II II zo
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2X BUCK 2X REINFORCEMENT I I I �j
SHOWN FOR REF. I I 2X BUCK I I I( a� m Q
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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:
f►���.nurt
TYPE
r+�•u�+�«
SIZE
'••' ••
EMBEDMENT
TO MASONRY
TO ADJACENT . `
ANCHOR ;:
ITW ®
1/4"
1-1/4"
2n
4"
TAPCON
ELCO ®
1/4"
1-1/4"
1"
4"
ULTRACON
WOOD SCREW INSTALLATION NOTES:
1. Maintain a minimum 518" edge distance, I" end distance, & 1"o.c. spacing of
wood screws to prevent the splitting of wood.
9
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DATE: 02121112
SCALE: N • T. S.
DWG. BY: JK
CHK. BY: LFS
DRAWING NO.:
FL-17184.1
SHEET 8 OF 11
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MASONRY
OPENING
FRAME
2X
6" (TYP.)
°
FRAME ANCHORING
X
MASONRY
OPENING
FRAME
Q�
2X BUC
�O
MULLION
3" (TYP.)
T' (TYP.)
6" (TYP.)
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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:
ANCHOR
ANCHOR
M((V.
'A41WCLEAk'ANCF1
MIN: CLEARANCE
i YPE
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"
3"
1-1/2"
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.
I�
I
CL
2X BUCK ;a
J 1 X BUCK
TYP. @ —
HEAD AND
JAMBS
Cl-
:�E�
-? d
TYP. @ SILL -�Zr O
— N —
F
FRAME ANCHORING
XX
MASONRY
OPENING
FRAME -
°
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2X BUCK
J 1 X BUCK
TYP. @ HEAD AN6 _ C'i, d
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DATE: 02121112
SCALE: N. T. S.
DING. BY: JK
CHK. BY: LFS
DRAWING NO.:
FL-17184.1
SHEET 9 OF 111
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DATE: 02121112
SCALE: N. T. S.
DWG. BY: JK
CHK. BY: LFS
DRAWING NO.:
FL-17184.1
i
SHEET 110 OF 11
BILL OF MATERIALS
REM #
DESCRIPTION
MATERIAL
A
1 X BUCK (SG >= 0.42)
WOOD
B
2X BUCK (SG >= 0.42)
WOOD
C
1/4" MAX. SHIM SPACE
-
D
1 /4' X 2-3/4" ELCO OR ITW CONCRETE SCREW
STEEL
E
MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI
301 OR HOLLOW BLOCK CONFORMING TO ASTM C90
CONCRETE
F
1 /4" X 2-1 /4"PFH ELCO OR ITW CONCRETE SCREW
STEEL
G
3/16" X 3-1 /4' PFH ITW CONCRETE SCREW
STEEL
H
1 /4' x 3-1 /4" PFH ELCO OR ITW CONCRETE SCREW
STEEL
J
1 /4" X 3-3/4" PFH ELCO OR ITW CONCRETE SCREW
STEEL
K
#9 X 2-1 /2" PFH WOOD SCREW
STEEL
L
# 10 X 2-1 /2" PFH WOOD SCREW (1.15" MIN. EMBEDMENT)
STEEL
M
#8 X 2" PFH WOOD SCREW
STEEL
N
1/4' X 1-3/4' PFH ELCO OR ITW CONCRETE SCREW
STEEL
7
FORCE 5 WEATHERSTRIP (ENDURA)
FOAM
8
COMPRESSION WEATHERSTRIP QLON 650 (SCHLEGEL)
FOAM
9
4" X 4" BUTT HINGE
STEEL
10
#9 X 1" PFH WOOD SCREW
STEEL
11
#9 X 3/4' PFH WOOD SCREW
STEEL
20
FINGER JOINTED PINE FRAME, HEAD & HINGE JAMBS
WOOD
21
POLY FIBER JAMB
COMP. / VINYL
27
LATCH STRIKE PLATE
STEEL
28
DEADBOLT STRIKE PLATE
STEEL
29
SIDELITE SPACER (ISSLB)
PVC
30
DOOR SWEEP
PVC
31
OUTSWING THRESHOLD BY DLP (QOSH)
ALUM. / WOOD
32
ADA THRESHOLD BY DLP (ISHC)
ALUM.
33
INSWING THRESHOLD BY DLP (ISCS)
ALUM. / WOOD
34
SIDELITE THRESHOLD BY DLP (ISH/ EIS)
ALUM. / WOOD
35
TRIM
WOOD
36
OUTSWING ADA BUMP THRESHOLD
ALUM.
40
DOOR PANEL - SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS
-
60
SIDELITE PANEL - SEE SIDELITE PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS
-
�k
2X REINFORCEMENT (CLEAR PINE: SG >= 0.49)
WOOD
LO
4.56" �• �le
e
1_ .. Q . �00 m
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0 2.12 —►-� 0. t!) M M o t m
m a aw
E c
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°o c w
o 3 a:
I - 2.44" - 2.13'
SIDELRE SPACER
21 HEAD & SIDE 29 ISSLB
Poly fiber jamb z o w w
E-- z
no:: w ov
ca
O., 6- Q J
4.56' cam'• 4.56" cci E"
o 0
0
O a
a a
mmm
3? OUTSWING THRESHOLD 33 INSWING THRESHOLD
QOSH ISCS a - -
z N o U)
_ Z
z w no O
5'
0 0toL w
4.62" ci 3 0 0
�- moo
o=j
ADA SILL
32
ISHC N
"' 34 SIDELITE THRESHOLD o
-- 5" o ISH/ EIS "' "' z
DATE: 02121112
- _ SCALE: N. T. S.
DWG. BY: JK
T CHK. BY: LFS
36 OUTSWING ADA BUMP THRESHOLD DRAWING NO.:
OSHC
FL-17184.1
SHEET 11 OF 11