HomeMy WebLinkAboutProduct Evaluation; Opaque Fiberglass Single Doorro
plastp
5200 W. CENTURY BLVD.
LOS ANGELES, CA 90045
OPAQUE FIBERGLASS SINGLE DOOR
wl or w/out SIDELITES
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 bome debris protection this product
complies with FBC Sections 1609.12 & R3012.1.2 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 &
R301.2.12.1.
4. For 2x stud framing construction, anchoring of these units shall be the some
as that shown for 2K 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
SHEETS
DESCRIP71ON
I
Typical elevations, design pressures & general notes
2
Door panel details
3
Sidefite panel details and glazing detail
4
Elevations
5
Horizontal cross sections
6
.Vertical cross sections
7
Vertical cross sections
8
Buck anchoring
9
Framanchoring
10
BfI ofe materials and components
3;
FR
FILE COPY
25' MAX.
NEWIDTH
115.D'MAX. OVERALL FRAMEWIDTH
37S MAX
OVERALL
FRAME WIDTH
F�-1.50"
I T
El
1 W
=
'z
Oboo
O
0
i� o�
= mo =
o X
00
OXO
CONFIGURATION
MAX.
FRAME
DIMENSION
MAX. SIDELITE
D.L.O.
DIMENSION
DESIGN PRESSURE (PSF)
INSWING
DESIGN PRESSURE (PSI)
OUTSWING
POSMVE
NEGATIVE
POSITIVE
INEGAIRVE
x
37.5" x 82.0"
N/A
+65.0
-70.0
+65.0
-65.0
OX/XO
7625" X 82.0"
20.5" X 62.63"
+50.0
-50.0
+50.0
-50.0
Oxo
115.0" X 82.0"
20.5" X 62.63"
1 +50.0
-50.0
+50.0
-50.0
I
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ALE N.T.S.
C. BY. JK
K. ft LFS
AWPJC Na.:
FL- 77184.5
EEr 1 OF 10
t,pp^ EXTERIOR
TOP RAIL 5�
(COMP.) c'1
HINGE STILE INTERIOR LOCK BLOCK (WOOD)
Cellular PVC STILE REINFORCEMENT (LVL)
R STILE REINFORCEMENT
(LVL) LATCH STILE FOAM CORE
1 HORIZONTAL CROSS SECTION Cellular PVC (POLYURETHANE-
2 1.9 PCF MIN.)
Z
e
35.75" MAX.
DOOR
PANEL WIDTH
' 2
x
6
= SEE HARDWARE TABLE
w
Z
6
a
01
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2
o:
D
40 DOOR PANEL
LOCK:
SIGHAIURESERIES
DEADBOLT:
SIGNATURESERIES(7B0)
YAIE
LOCK:
YH COUECDON
OEADBOLT
YHC0UECH0N(80SER0)
SULAGE
I KNOB:
'F'sERIEs (Flo)
DEADBOLT: 'B'sER1E5 (860l64)
EXTERIOR
FIBERGLASS SKIN
(0.07e THICK)
BOTTOM R
(Coto
INTERIOR
%2�VERTICAL CROSS SECTION
2
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p;Z=z �n
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Br JK
L ar. LFS
MG NO --
FL— 17184.5
Er 2 Or 10 a
HINGESTILE _
Cellular PVC
STILE
REINFORCEMENT —
(LVL)
.4W
WS" DOOR
WIDTH
60 SIDi31TE PANEL
EXTERIOR
INTERIOR
2.50"
F 01-r
STILE REINFORCEMENT(LVL) —
1 HORIZONTAL CROSS SECTION LATCH STILE
Cellular PVC
3
STRUCTURAL SILICINE (DOW 995)
NON STRUCTURAL SEALANT —
TOP RAIL
(COMP.)
FOAM CORE
(POLYUREIHANE-
1.9 PCF MIN.)
5/8" GLASS BITE
EXT.
I"OVERALL GLASS THK.
1/8' ANNEALED GLASS
O.B90" SAFLDPPVB
INIERLAYER
24.27' MAX.
FRAME WIDTH
I/8'ANNEALEDGLASS INTERIOR
20.YMAX.
l
AIRSPACE
D.LO. WIDTH
I
1/8'TEMPERED GLASS
t17-19 X 1-3/4" PPH
SELF DRILLING SMS 3A TNT.
ALUMINUM SPACER
NON STRUCTURAL SEALANT
Gl GLAZING DETAIL
03 0
W =
OO
1.86"
d
O ElV
E1 O
n OA�
In ' 3A ODL LITE FRAME
F--� (Alum.)
ODL UTE FRAME
FIBERGLASS SKIN.
(OXYTHICK)
BOTTOM R
(CON
f.
5.,
► 'm a
'•�,� Min n
b
2 VERTICAL CROSS SECTION
3
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9
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5 8 x 5 X 5 5 O x a
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7 7 7 6 6 6 b 7 7 7
ELEVATION (k) ELEVATION (XO - OX) ELEVATION (OXO)
^ w
N N O
L\ M
N ^ Z I
DATE' 02 21 12
s=Z- N.T.S.
M. W. JK
cm at LFS
oluwm No_
FL-17184.5
SHEET -�L OF 10
1-1/4" MIN.
EMB. f IYP.)
° G .
N
� ng
� e
EXTERIOR
7 40
8
s °
21 20
--GSINK
L (TYP.)
E 8 C
1 HORIZONTAL CROSS SECHON
$ Outswing shown - inswing also approved
S
a
NOTE
1 • Spacing for item K: 6" from ends
c and 6 more equally spaced along EXTERIOR
sidelite (8 total).
SEE NOTE In
V
INTERIOR
.D • 60
e'
K SEE NC
INTI
J
1-1/4"MIN. A C 21 20
EMB. (TYP.)
4 HORIZONTAL CROSS SEC110N
5 huown w/1 X sub -buck
ng also approved
2 HORIZONTAL CROSS SECTION
5 wgith2Y einforcemalso
i r approved
INTERIOR
�.d :�•+J
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21 20
0.1s
CSINK
f1YP•1 C
_o
��
1-IMMIN.
on
r zw
EMB. (TYP.)
N`n
5 HORIZONTAL CROSS SECTION
\,I.j Oulswing shown - inswing also approved
3 HORIZONTAL CROSS SECTION
5 SShowwnnnWith 2X reiinswing
for ement approved
E 02 21 12
N.T.S. °
5
a. W. JK m
c BY., LFS ?
1WING NO.:
FL-17184.5 0
WT _L OF i0TI01,
A_
NqEXTERIOR INTERIOR
t
1 VERTICAL CROSS SECTION
6 Outswingshown - inswing oisoapproved
VERTICAL CROSS SECTION
$ INTERIOR EXTERIOR 6 Shown w/ADAthreshoid
§ INTERIOR F7Jj,&/� EXTERIOR
3 VERTICAL CROSS SECTION
6 inswing configuration
Ps
lit• U R J2
m v C! A -4
m
Em m
)g 9do`a
E vZ
W
o �y
C Zd
tiC W
0
7 2021 � m16
wF 8 m-
EXTERIOR INTERIOR
—I 2 VEIMCAL CROSS SECTION
6 Swwnnw/iXs bunk g also approved
INTERIOR EXTERIOR
z
5
36
�m N
°
<
.•°
°
e
DAM 02 21 12
smQ N.T.S.
o
am rr. JK
m'
VERTICAL CROSS SEC71ONCROSS SECTION
4 VERTICAL CROSS SECTION
cm VP. LFS
3
6 Shown w/ O.S. ADA bump threshold
6 Oudwing configuration
Dwswu+c M:
w
FL-17184.5
0
sxEEr 6 of 10
•. as a
V• a �. •f^ '• • � e .- '
1 M
SEE NOTE I L U
20 aT � U
EXTERIOR INTERIOR
1 VERTICAL CROSS SECTION
7 Oufswing shown - Inswing also approved
INTERIOR EXTERIOR
s P 34 1
W
a J-
d
Q
3 VERTICAL CROSS SECTION
s 7 Inswing configuration
o
NOTE
1. Spacing for item K: 6 from each end
and at centerline (3 total).
e �
n op'
ell
I
A ....
INTERIOR
SEENOTEI K
EXTERIOR INTERIOR
2 VERTICAL CROSS SECTION
7 Ou � wish wnn -bin wing also approved
Sho
EXTERIOR
4 VERTICAL CROSS SECTION
7 Oufsvdng configuration
of
p'=M
— o*
Z.
T
oz
UN •;
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O & V,
cc
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4s
U
m �N
U
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U
O
a
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INTERIOR EXTERIOR
SEE NOTE 1
0 o
N
d
o f
5o K 20 21
Q
35 z
oQ
W
L]
D
<¢
n
6•
DAM 02 21/12
$Me N.T.S.
5 VER17CAL CROSS SECTION
Dwc. BY. JK m'
7 Outswing configuration
a+K er: LFS
DRAWING NO.: D:
N
FL-17784.5 0
sHeer 7 or 70 N
BILL OF MATERIALS
ITEM 0
DESCRIPTION
MATERIAL
A
1 X BUCK (SG >= 0.42)
WOOD
B
2X BUCK (SG >= 0.42)
WOOD
C
1/4"MAX.SHIMSPACE
-
D
114" 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
3116" X 3-1/4" PFH ITW CONCRETE SCREW
STEEL
H
1/4"x3-1/4"PFHELCO ORITW 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 WEATHERSTRIP (ENDURA)
FOAM
8
COMPRESSION WEATHERSTRIP QLON 650 (SCHLEGEL)
FOAM
9
4" X C BUTT HINGE
STEEL
10
#9 X 1" PFH WOOD SCREW
STEEL
11
#9 X We 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
SIDEUTE 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 SIDELTTE PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS
-
88
2X REINFORCEMENT (CLEAR PINE: SG >= 0.49)
WOOD
1�- 4.56' —I
I I�
OHEAD d SIDE
20 Jamb
�- 4.56" n i•,
� o �-- 212' —y
F� 2.44" 2.13"
--I
6
21 HEAD 8 SIDE
Poy tber jamb
31 QOSH
OUTSWING THRESHOLD
32 ADA SRL
LSHC
o S, cc
36 OUTSWHCING DABU PTHRESHOLD
OS
29 SIDEl1TESPACER
ISSLB
33 Lsa 151 NG THRESHOLD
SIDELRETHRESHOLD
LSW QS
m
At. t »
N n
!r* 1
\`\
o roi to z
U N •;
\1
z
s 0CL
�ogto
a U) Ora
mdo�
9 4 _
c. an ut;
am NO.:.
FL-17184.5
rr 10 of 10
Ll
L 2X BUCK
MASONRY-7. i IXBUCK
"
MASONRYJ
OPENING
OPENING
TYP. HEAD
FRAME 8, JAMBS
2X BUCK TYP. @SIU.
N
2XBUCK TYP.
0
FRAME ANCHORING
X
CONCRETE ANCHOR NOTES:
1. Concrete ancharlacalions of the comers maybe adjwted to Mawah the n*l.
edge distance to modarfolrdL
* Concrete anchortocatiom noted as MAX ON CENWrnustbe adjusted to
ma7hfaln the min. edge dstarice to mortar joints, oddtlond concrete anchors
may be mquh-ed to ennm the 'MAX ON CENTW dhnenslon ore not exceeded
* Conaefeanchortable:
MIN�.CLEAPANCT;
jEMBEDMENT
"W 0
TAPCON
114*
14/4-
ELCO
114-
1-114"
1.
41
ULTPACON
1TW a
3116"
1-1/4"
3"
1-1/7
TAPCON
I W0Qll*5CP—lWWALLATFONNOlFl-'
I.Maintahn C minimum 5/8o edge c5lance, I" end cWance, & lu O.C. spacing of
wood screws to prevent the SpOWng of wood.
3- (TYP.) —
7" fTYP.) —
G. (TYP.)
75
77
L 2X BUCK
0 J IXBUCK MASONRYL 2XBUCKA
TYP. @ OPENING j IXBUCK
HEAD AND FRAME TYP. @ HEAD AND
JAMBSJAMBS
Q TYP. a SILL
P. N TYP. @ SILL —0 2X IUCKI
FRAME ANCHORING
.)0(
G lXBUCK IX
28 M 2X BUCK 2)(
4L
LATCH & DEADBOLTMAIL
-A
............
Z
%
d F)
0
AS)f
w
......... ..
1.0
pyp.j —
Fri
z o C2
1
2 1
MCW
LZ
GO
�ttP.
�t L?
TYP. SILL
—0
N
M.
uj
F
FRAMEANCHORING
OX0
cl
m
DATE 02121,112
SMAL& N.T.S.
ONO. BY. JK
cw_ Eff. LFS
DRAW. NO.:
STMKEJAMS
ifiNGEJAMB
ISHEET
FL— 17184.5
.A_ OF_LO
. le
(rYP.)
MASONRY7
TYP. HEAD
OPENING
& JAMBS
2X BUCK
cci
BUCKANCHORING
X
MASONRY
OPENING
2X BUCK —
CONCRETE ANCHOR
1. Concrete anchorlocottons at ft comers maybe adjusted lo maintain the min.
edge distance to mortarloints.
2 - Concrete onchorlocations, noted os"MAX ON CENwmusf be cl'usted to
mdhtoln the min. edge distance to mortar joints, additional concrete anchors
may be required to ensure the IMAX. ON CENW dimension are not exceeded.
3. Concrete anchortable.-
I woodscrevvs to prevent thespMng of wood.
&WCLEAJZANC&
MIN LEARA
ITW
TAPCONC
ELCO
UETRACON4
114"
1-114"
4'
WOOD5CREWINSTAUATION
NOTES:
51iredge cWance, F"end "once. l'o.c.soaclina of
ME, a minimum
FYP.)
rp.)
TYP. HEAD
& JAMBS
MASONRY!
2X REINFORCEMENT
I
OPENING
SHOWN FOR REF.
ONLY
II
2X BUCK
II
0
II
BUCKANCHORING
OX/XO
(ryp.)
7
PP.)
I-7
II II
II II
II II
!I\-, RENFORCEMENT-/11
1 SHOWN FOR REF.
1-
ONLY
II II
II II
II it
II II
II II
II II
II it
II II
It II
BUCKANCHORING
OX0
0 co
M
om
to a;
R, z
z
4
E§ . w
g a Ix ' dad
o
ayp.
10
0z
chi
v D
cc
TYP. HEAD do z
& JAMBS
6
lx
M. N.T.S.
I EPA JK
f. Or, LFS
MW N04
FL- 17184.5
Er 8OF 10