HomeMy WebLinkAboutPlastpro High pressure Doorplastpro
5200 W. CENTURY BLVD.
LOS ANGELES, CA 90045
OPAQUE FIBERGLASS SINGLE DOOR
w/ or w/out SIDELITES
INSWING/ OUTSWING
"IMPACT"
GENERAL NOTES
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
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
Bill of materials and components
115.0" MAX. OVERALL FRAME WIDTH
37.25" MAX. 37.5" MAX.
FRAME WIDTH OVERALL
FRAME WIDTH
i Li--1.50"
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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 82.0"
N/A
+65.0
-70.0
+65.0
-65.0
OX/XO
76.25" X 82.0"
20.5" X 62.63"
+50.0
-50.0
+50.0
-50.0
115.0" X 82.0"
20.5" X 62.63"
--lOXO
+50.0
-50.0
f +50.0
-50.0
I DATE: 02121112 1
SCALE: N. T. S.
DWG. BY: JK
CHK. BY: LFS
DRAWING NO.:
FL-17184.5
SHEEP 1 OF 10
11
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DOOR
PANEL WIDTH
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�� DOOR PANEL
SEE HARDWARE TABLE
2.50"
EXTERIOR 1.00
INTERIOR LOCK BLOCK (WOOD)
STILE REINFORCEMENT (LVL)
1 HORIZONTAL CROSS SECTION
2
HARDWARE CHART
MANUFACTURER
MODEL
LOCK:
SIGNATURE SERIES
KWIKSET
DEADBOLT:
SIGNATURE SERIES (780)
LOCK:
YH COLLECTION
YALE
DEADBOLT:
YH COLLECTION (80 SERIES)
KNOB:
"F" SERIES (F10)
SCHLAGE
DEADBOLT:
"B" SERIES (B60/62)
LATCH STILE
Cellular PVC
TOP RAIL
(COMP.)
1.58"
N
FOAM CORE
(POLYURETHANE -
1.9 PCF MIN.)
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DATE. 02121112
SCALE: N.T.S.
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DRAWING NO.:
FL-17184.5
SHEET 2 OF 10
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(POLYURETHANE - S � a
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35.75" DOOR _
WIDTH
9�ygLiTE PANEL
24.27' MAX.
FRAME WIDTH
20.5" MAX.
D.L.O. WIDTH
W 0
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C`M 10
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4.25"
(TYP.)
ODL LITE FRAME
STRUCTURAL SILICINE (DOW 995)
NON STRUCTURAL SEALANT —
5/8" GLASS BITE
EXT.
1" OVERALL GLASS THK.
1 /8" ANNEALED GLASS
0.090" SAFLEX® PVB
INTERLAYER
1 /8" ANNEALED GLASS
AIR SPACE
1 /8" TEMPERED GLASS
#7-19 X 1-3/X' PPH _/ ALUMINUM SPACER
nS ICA
ANT
G1 GLAZING DETAIL
UI-AA-)ODL LnE FRAME
(Alum.)
INT.
FIBERGLASS SKIN
(0.075' THICK)
BOTTOM R,
(COM
2 VERTICAL CROSS SECTION
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DATE: 02/21/12
SCA,-E: N.T.S.
M. BY: JK
CHK. BY: LFS
DRAWING No.:
FL-17184.5
SHEET 3 OF 10
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DATE: 02121112
SCALE: N.T.S.
DWG. BY: JK
CHK. BY: LFS
DRAWING NO.:
FL-17184.5
SHEET 4 OF 10
3
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1-1/4" MIN.
EMB. (TYP.)
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15° 21 20
�-- C-SINK
(L 1 (TYP.)
HORIZONTAL CROSS SECTION
N 5 Outswing shown - inswing also approved
3 NOTE:
s 1. Spacing for item K: 6' from ends
a and 6 more equally spaced along
o sidelite (8 total).
EMB. (TYP.)
EXTERIOR (88) (M) (27
SEE NOTE 1( K
60) EXTERIOR
JSEE NOTE 1
INTERIOR
I<
21 X 20
4 HORIZONTAL CROSS SECTION
5 Outswing shown - inswing also approved
Shown w/1X sub -buck
WMA
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40
Ill'll!1171�1ll
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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LE: N.T.S.
3. BY: JK
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WING NO.:
FL-17184.5
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5 VERTICAL CROSS SECTION
INTERIOR EXTERIOR b Shown w/ ADA threshold
40
INTERIOR EXTERIOR
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VERTICAL CROSS SECTION
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Shown w/1 X sub -buck
INTERIOR EXTERIOR
4 VERTICAL CROSS SECTION
6 Outswing configuration
E�Ua_1
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DATE: 02121112
SCALP: N.T.S.
DWG. BY: JK
CHK. BY: LFS
DRAWING NO.:
FL-17184.5
SHEET G OF 10
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EXTERIOR "11#11111— INTERIOR
1 VERTICAL CROSS SECTION
7 Outswing shown - inswing also approved
INTERIOR EXTERIOR
3 VERTICAL CROSS SECTION
�,7j Inswing configuration
K - Ne
D^za-
oU�
NOTE
1. Spacing for item K: 6 from each end
and at centerline (3 total).
SI
2 VERTICAL CROSS SECTION
7 Outswing shown - inswing also approved
Shown w/1 X sub -buck
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DATE: 02121112
SCALE: N. T. S.
4 VERTICAL CROSS SECTION 5 VERTICAL CROSS SECTION
DWG. BY: JK
7 Outswing configuration 7 Outswing configuration
CHK. BY: LFS
DRAWING NO.:
FL-17184.5
SHEET 7 OF 10
U
Z
W
F
Z
Z
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CL
A!'
(TYP.)
a-
TMASONRY TYP. HEAD
OPENING & JAMBS
2X BUCK
BUCK ANCHORING
X
CL
CO
II
4' II
II
II
MASONRY 11
OPENING 41
2X REINFORCEMENT I I
SHOWN FOR REF. I I
2X BUCK ONLY I I
II
II
II
II
it
II
II
II
' II
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 mortarjoints, additional concrete anchors
may be required to ensure the 'MAX. ON CENTER" dimension are not exceeded.
3. Concrete anchor table:
ANCHC)R
ANCHOR
AKIN.
M_ CLEARANCE
MIN -CLEARANCE
TYPE
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"
U LTRACON
WOOD SCREW INSTALLATION NOTES:
1. Maintain a minimum 5/8" edge distance, 1"end distance, & 1"o.c. spacing of
wood screws to prevent the splitting of wood.
BUCK ANCHORING
OX/XO
4"
1 P.)
l }
D F�
TYP. HEAD
& JAMBS
MASONRY
OPENING
2X BUCK —
av
- O
to
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.: o
LL
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to
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41'1�� l i 111 \O M °0 Z
m V N ..
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TYP. 4r n`0 tn°'t 5 o s m
m a 0_ tT
8" (TYP.) y Ii
(TYP.) m c z
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II II
-71
it II
II II@)
D Ft 0-
it II
I I I ( TYP. HEAD Zo z
I I I I & JAMBS
0
2X REINFORCEMENT �0 M Q
SHOWN FOR REF. N Y
I I ONLY
CO
II II X n: j o
II II Q L o
II II �v Cr
II II p
in
II II
II it
II II m m
ii II L L
BUCK ANCHORING w w
OXO it- i-E
toLO
00
00
j �
DATE: 02/21/12
SCALE: N.T.S.
DWG. BY: X
CHK. BY: LFS
DRAWING NO.:
FL-17184.5
SHEET 8 OF 10
Ql
3
Lq
00
r,
71
J
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M
m
m
a
6" (TYP.)
L 2X BUCK
MASONRY 71J I BUCK 10
OPENING
TYP. HEAD _
FRAME & JAMBS
2X BUCK TYP. @ SILL
N
O
FRAME ANCHORING
X
3" (TYP.) -
T' (TYP.) -
U
MASONRY U
OPENING
FRAME
2X BUCK TYP. @ SILL
F TYP.
F� 6' (TYP.) —1
P�-
(, 2X BUCK
04 J 1 X BUCK
TYP. @
HEAD AND
JAMBS
CV
( ) TYP. @ SILL
f:. p
FRAME ANCHORING
XX
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:
TYPE-
SIZE
EMBEDMENT
EDGE.
ANCHOR .
ITW ®
1/4"
1-1/4"
2"
4"
TAPCON
ELCO ®
1/4"
"
1"
4„
U LTRACON
ITW ®
3/16"
1-1/4"
3"
1-1/2"
TAPCON
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.
MASONRY
OPENING
� E—
O
IXBUCK 1X
2X BUCK 2X
LATCH & DEADBOLT DETAIL
FRAME
2X BUCK
HINGE DETAIL
2X Buck
to
LO
FRAME ANCHORING
OXO
M
C5
alu
HINGE JAMB
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DATE: 02121112
SCALE: N.T.S.
DWG. BY: JK
CHK. BY: LFS
DRAWING NO.:
FL-17184.5
SHEET 9 OF 10
6
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 Z'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
-
88
2X REINFORCEMENT (CLEAR PINE: SG >= 0.49)
WOOD
LO
—Z
t7
(;� O ILL 0)
?
I -- 2.36' —t— 2.2" �• ' tj a
N
���i • ... i ���
20 HEAD & SIDE I i I t
Jamb ti m ,, v X 0 Q
D o Z O Z U
4.56°\ ` ` o o 0 a-
t,,
o o �2.12"—►� a �� M aam
® =InF
LL
N .. 3 'fl
o C lit
o ->i, n:
t-� 2.44' 2.13"
SIDELITE SPACER N
HEAD &SIDE 24 ISSLB l)
21 Poly fiberjamb Zo ww
Fz
cr-�
nw n Qc��
;n 0- in cn
— 4.56" cam, 4.56" ch l�< m
o
o
a a
31 OUTSWING THRESHOLD
QOSH
5" LO
32 ADA SILL
ISHC
O 5" N
0
36 OUTSWING ADA BUMP THRESHOLD
OSHC
33 INSWING THRESHOLD
ISCS
2
o toLO
4.62' cq o 0
w
N N Q
d• �
n O
34 SIDELITE THRESHOLD o
ISH/ EIS I c" " z
DATE: 02/21/12
SCALE: N.T.S.
DWG. BY: JK
CHK. BY: LFS
DRAWING NO.:
FL-17184.5
SHEET 10 OF 10