HomeMy WebLinkAboutRevision; Opaque Fiberglass Single Doorplastpro
5200 W. CENTURY BLVD.
LOS ANGELES, CA 90045
OPAQUE FIBERGLASS SINGLE DOOR
w/ or w/out SIDELITES
INSWING/ OUTSWING
'IMPACT'
GENERAL NOTES
I. This product has been evaluated and is In compliance with the 61h Edtion
(2017) Flodda.Buldmg 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 wait dressing or stucco.
3. When used in areas requiring wind bome debris protection this product
complies with FBC Sections 1609.12 & R301.2.12 and does not require an
impact resistant covering. This product meets missile level'D" and includes
Wind Zone 4 as defined 1n ASTM El996 and FBC Sections 1609.1.22 &
R3012.1.2.1.
4. For2x 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.
TABLEOFCONTENTS
SHEET#
DESCRIPTION
I
T ical elevations, c1mgn pressures & general notes
2
,pane detain
3
Sidetite panel details and glaring detail
4
Elevations
5
Horimntalcrosssections
6
Vertical cross sections
7
Vertical cross sections
8
Bucker odng
9
Frame anchoring
10
BDot maedats and components
3;
FR
I ISA" MAY
A - OVERALL FRAME WIDTH
'2S MAX.
37.5' MAX
sME WIDTH
OVERALL
FRAME WIDTH
F--ISO"
ED
�O �O
1�2
Q
Q
o00
rs >
o X
rSm
Ij
1
J L
OXO
CONFIGURATION
MAX.
FRAME
DIMENSION
MAX. SIDELNE
D.L.O.
DIMENSION
DESIGN PRESSURE (PSF)
INSWING
DESIGN PRESSURE (PSF)
OUTSWING
POSITIVE
NEGATIVE
POSRIVE
NEGA77VE
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 62.6T'
+$0.0
-$O.0
+50.0
-50.0
OXO
115.0" X 82.0"
20.5" X 62.6X'
+$O.0
-SO.O
+50.0
.50.0
FL—?7184.5
T.V EXTERIOR t.orP
n - - TOP RAIL
. _. ..'..,. - (COMP.)
HINGE STILE INTERIOR LOCKBLOCK(WOOD)
CenuIDEPVC STILE REINFORCEMENT (LYL)
j
STILE REINFORCEMENT
FOAM CORE
(LVL) %11 PVC
HORIZONTAL CROSS SECTION C»OuIeTCH
(POLYURETHANE-
I i 1.9 PCF MIN.)
3
35.75°MAX.
DOOR
PANEL WIDTH
2
HARDWARETABLE
40 R PANEL
RYl�ET
DEIDBOIT: SIOIIANRESEEO
twit.YHWISECBoN
YAIE
DEADBOLT:
YH COLIECSION
fCNIAOE
(NOB:
' SERIES(NDT
oMDWIT.
VSEHES(BSD/3
EXTERIOR INTERIOR
HBERGLASSSKIN
(0075'THICK)
BOTTOM RAIL
(COMP.)
JLLI"J:.'
a)
VERTICAL CROSS SECTION
2
-Z
e 02 21 12
M, N.T.S.
Br. JK fi
c w LFS 3
54W N0. �
FL-17184.5
Ar 2 -JO c
J�J G� IAOr'
�I•ar E7(IERIOR
J
HINGE STILE
::
INTHtIOR LOCK BLOCK (WOOD)
CellularPVC
SZ STILE REINFORCEMENT (LVL)
REINFORCEMENT
(LVL) a HORIZONTAL CROSS SECTION LATCHceliulmr -
S arPVCPvc
35JSDOOR
WIDTH
24.27 MAX.
FRAME WIDTH
D.L.O.ILWIC}DTH
_ I
i O
w s
O
LL Q
STRUCTURAL SIUCINE (DOW 99S)
NON STRUCTURAL SEALANT —
— #7-19 X 13/4-PPH _/
SELFDRILUNGSMS 3p
NON SIRUCNRALSEALANT
Gl G/ALNGDEYAIL
b.d 1
� b.o
PIZ
r4
I II�
yP)
ODL LIFE FRAME
60 SRIENIEPANEL
3A ODL IIIEFRAME
(A um.)
I TSB° I
TOP RAIL
(COMP.)
FOAMCORE
(POLYUREOIANE-
1.9 PCF MIN.)
EXT.
— I' OVERALL GLASS THK.
1/8' ANNEALED GLASS
ODIV SAFLEOPPVB
WERLAYER
I/8' ANNEALED GLASS INTERIOR
AIRSPACE
1/9"TEMPERED GLASS
— ALUMINUM SPACER
INT.
RBERGLASSSKIN
(0.07STHICK)
BOTTOM R
(CON
N
(I VERTICAL CROSS SECTION
[ME
ert JK °
� er; LFS 3
rmm xa: °
FL-1"84.5
a 3 -- G
� sao
n
`�N OLLn�i
Oz `
Eon dal
6 6 7 ) 6 6 7 7 d 6
A FQ � �4
�o
=o =
o� o
5 'm
Dex
5 5 0Ll
0 5 4 0 2 • $ X
00 00 L
j 0
4 4 4 4 4 00
NN
6 6 6 A6 7 7 7 6 6 6 6 7 7 7
ELEVATION IXI ELEVATION IXO-OXI ELEVATION (OX01 1'
g3
n
» pi
=ry^ F
NNp F
N�Z ti
w,E 02121112 =
uua N.T.S. 9
own a JK m
nnc er. LFS ;
v
- FL-17184.5 6
� g oi1Q O
1-1/4"MIN.
EEMB. CHe.I E
60
U EXTERIOR
'g.• M 27
4 K
f
40 INTERIOR 7
6 9
e _•.. ,. d ..•.: 1s° 21 20 1-114'MN A C 21 20
�CSINK
s L CHIP.)
E B C 41 HORIZONTAL CROSS SECTION
5 OShuhwing ssubbuckhown- hawing olso approved
@ ownw/IX
HORIZONTAL CROSS SECTION
Oubvdng shown- Inswing also approved
b
e NO7E:
1. Spacing for Hem K: 6° from ends
and 6 more equally spaced along EXTERIOR
sideGte TB total).
SEE NOTE Il K 7
s � r
EXTERIOR
INTERIOR
NOTE I
INTERIOR
5 HORIZONTAL CROSS SECTION
5 OutswtR9 shown-ImwMg a6o approved
3 HORIZONTAL CROSS SECTION
5 Outswingshgwn-huw(ng also approved
Shown with 2X minta.ment
FL-17184.5 a
sr 5 es f0 "
O
o e .
�pl
? EXTERIOR INTERIOR
F�] VERTICAL CROSS SECTION
s
6 Outswing shown- NSMng aho appmved
°
°
3 I CAL CROSS SECTION
6 InsNng configuration
�rJ��yyyy
G()G
°
5 VERTICAL CROSS SEC710N
J Shown w/ ADAthreshold
INTERIOR . EXTERIOR
@ N 36
s3 0
E
°
VERTICAL CROSS SECTION
b Shownw/OS. ADA bump threstmId
EXTERIOR W-& JF1L v INTERIOR
r21 VERTICAL CROSS SECTION
5 sh=11%wb-buck ngalsoapproved
INTERIOR EXTERIOR
4�VERTICAL CROSS SECTION
\J Outswingamfigumtion
MEE
anc W. LF9 13
°Hann° xo. u
FL-17184.5
SEE NOTE I L U ti a
EXTERIOR W INTERIOR
VERTICAL CROSS SECTION
7 Outswingshown-ImwingaWappmved
INTERIOR EXTERIOR
�1 VERTICAL CROSS SECTION
7 Imwing configuroHon
NOTE
I. Spacing for item K: 8' from each end
and at centerline 13 total).
INTERIOR
SEE NOTE 1
s.
0
v
60
SEE NOTE I CK
EXTERIOR INTERIOR
02 VERTICAL CROSS SECTION
7 w=lslhXMuy.yui anskving also approved
EXTERIOR
401 �VERTCAL CROSS SEC110N
(/ OulsvMgwnfiguratbn
INTERIOR
`,%%%%..........
•............
`Q.m
i
—
6_ n
m
Nr, 7 i
O- m
8
E ?$��
"c
8 s 9 w
eN 5d�a
a
maa�
EXTERIOR
SEE NOTE 1
f VERTICAL CROSS SECTION
7 Out"gconfemotion
;3E
FL-17184.5 a
ar 7 OF 10 p
4"
(TYP-)
MASONRY7
TYP. HEAD
OPENING
& JAMBS
2X BUCK
d
BUCKANCHORING
x
MASONRY J
- II
OPENING
2X REINFORCEMENT-?[
SHOWN FOR REP.
2X BUCKS
ONLY
CONCRETFANCHORNOTES.-
1. Ce=elo omc to=Wm & Me comers may be adjusted to mcdnicin the min.
edge dbtowe to mWmllnb.
2 Concrete anchmiocailmmtdw'MAKONC@IIER'.wtbeacqwfedto
mobtaln the min. edge dalonm to mods lolnfs, adcfitbncdcroncrete onchon
mayb fequl.dto.nsurefhe'MAx.ONCB4MrdMmlware.ot=ftdecL
3. Cowsteandtable:
ANCNOB
ANCtf0k
Mig-,..
IMCLEARANCE,:
WIN,)CLEARANCE'
To MASONRY•
r-,,-E....
roAdJACENT:
1
-7
ANCROR...
ITW
TAPCON*
Ir
ELCO
ULTRACONO
ifir
1.1/4"
'r
.=ALIATIONNOTS.' Main. wedged�e,
I. taln
woad s=-toprevent lheDUI f.g.fwood.
4"
(TYP.
r W-) -1 [—rF
BUCKANCHORFNG
Ox/xO
& JAMBS
MASONIC
OPENING
4
r.
4'
(M.)
II
II
11
TYP. HEAD
II
& JAMES
2XRSNFORCEMENT-/ll
SHOWN FOR REP.
ONLY
II
BUCKANCHORING
OX0
z
'Fill 1%II
z mi5
d.
o
0.2
0
Z L re 0212111 2
uE N.T.S.
�,-JK i
wa LFS
FL- 17184.5
c
G. (IYP.) 1
J_
MASONRI
—1 OPENDIG
FRAME
27(BI
40 —O
FRAMEANCHORING
X
1. Convere vnrJwrboafbm ar the. mWbe aa"Ied tomNn Hie,
edge dvfvece fo "Wjwn
2 Corwefe anMabcvlbmnofed at -MAX. ON CFNf6Pmusr ba aQvsletl fo
mwrRwn the m61.edge tRtlance f.n arjoin6,atltlilbrNlcmoafa mia1N
m berega to.r the AV%. ON CENIER'dimandm are froresaea
3. Convene arcJwr Mwe:
Ve 1-Va• a a•
Ile Id/6 1' A'
3/16' 1-1/dr r I.1/2
451 IIONNOIB:
nW115/B°etlge dhbxe, 1'eM tlislanre, 61'oc. spvcNg o/
pa+anr the sarlhg of wood.
r RrP.I
I I
I� 6' IIYP.)
L zx BUcK
b
^ O
J 1X BUCK
'O MASONRI
_
HEAD AND
JAMBS
FRAME
ttP.®SILL
I TYR a SILL
-0 2X III
P.
FRAME ANCHORING
XX
G IXBUCK
28 M 1X BUCK
27 M
JAMBS
TYP. ® SILL
e'
r
I 6' GYP.) -1
J
^O
FRAMEANCHORING
OXO
T—
Fn
N
STBIKEJAMS HINGEJAMB
to
m
a8
0
o
z
a�
a
&
6
6 cJ
^O
FL-17184.5
n 9 W-
BILL OF MATERIALS
M#
DESCRIPDON
MATERM
A
1X BUCK(SGr--0.42(
WOOD
B
2X BUCK (SG r- 0.421
WOOD
C
1/4"MAX.SHIMSPACE
-
D
1/4"X23/4" ELCO OR ITW CONCRETE SCREW
STEEL
E
MASONRY- 3,ODO PSI MIN. CONCRETE CONFORMING TO ACI
301 OR HOLLOW BLOCK CONFORMING TO ASTM C90
CONCRETE
F
1/4"X2-1/4"PFH ELCO OR ITW CONCRETE SCREW
STEEL
G
3/16"X3-1/4" PFH ITW CONCRETE SCREW
STEEL
H
IXx3.1/4" PFH ELCO OR ITW CONCRETE SCREW
STEEL
J
1/4"X33/4" PFH ELCO OR ITW CONCRETE SCREW
STEEL
K
#9 X 2.1/T PFH WOOD SCREW
STEEL
L
#10X2-1/2'PFH WOOD SCREW (I.IS'MIN.EMBEDMENT)
STEEL
M
#B X T PFH WOOD SCREW
STEEL
N
1/4° X 13/4" PFH ELCO OR ITW CONCRETE SCREW
STEEL
7
FORCE 5 WEAIHERSTRIP(ENDURA(
FOAM
8
COMPRESSION WEATHERSTRIP QLON
650 (SCHLEGEL)
FOAM
9
4"X4"BUTTHINGE
STEEL
10
#9 X 1"PFH WOODSCREW
STEEL
11
#9 X 3/4" PFH WOOD SCREW
STEEL
20
FINGER JOINTED PINE FRAME HEAD d HINGE JAMBS
WOOD
21
POLY FIBER JAMB
COMP. / VINYL
27
LATCH STRIKE PLATE
STEEL
28
DEADBOLT STRIKE PLATE
STEEL
29
SIDEUTE SPACER(6SLB)
PVC
30
DOORSWEEP
PVC
31
OUTSWING THRESHOLD BY DLP (QOSH)
ALUM. / WOOD
32
ADA THRESHOLD BY DLP (ISH9
ALUM.
33
INSWING THRESHOLD BY DLP
(ISCS(
ALUM. / WOOD
34
SIDEUTE THRESHOLD BY DLP (ISH/
EIS(
35
TRIM
36
OUTSWING ADA BUMP THRESHOLD
NWOOD
40
DOOR PANEL -SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS
60
SIDEUTE PANEL- SEE SIDELTTE PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS
88
2X REINFORCEMENT (CLEAR PINE: SG>=0.49(
4.66° I
F1 2.2"�-I
20 READ B SIDE
Jamb
4.66" Pz a
2.IT�—��-J{�
T—[--2A4° 2.17 ---{
21 EADd SIDE
P. YfbatJamb
lo 0--ywim
31 OUTSWING TH
QOSH
S �
32 ADA SILL
6Nc
T
3O��NG ADA BUMPTHRESHOLDADA BUMPTHRESHOID
�OSHC
8-SUI29 DDEUIESPACER
ISSIB
33 =
KS
SIDEUIETNRESHOID
34
BHT EIS
Elm
c an LFS 3
xwv xoa n
FL-17TB4.5 -
c