HomeMy WebLinkAboutProduct Approval a: ' t r.fir o ��, ! ` 0,0N
,
5200'W- CENTURY BLVD.
LOS ANGELES, CA. 90045 '��•� �«` o
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OPAQUE FIBERGLASS SINGLE DOOR
11Roll5.0"MAX.OVERALL FRAME WIDTH
w/ or w/out SIDELITES 37 - au_
.INS WING/OUTS WING FRa,ME.Hn°TI1 FRAME WIDTH 8 jd
c ,
W "IMPACT"
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m GENERAL NOTES
o 1. This product hps been evoluated and hs in compliance Wrfh the 6th'Edition
O 0
(2017).Flprida Bulldmg Code(F5C)'shucturairequireme6ts excluding the O
"High Velocity Hurricane Zone"(HVHZI. � y o X m
OU• O. -2. Product.agchors sha114e-as fisted and'sppced asshown.omdetals.AnchorOX embedment to base materialshall be bgyond-wall dressing or stucco.
010
i � .
3. When used in.ofeaSrequGing wirid home debris protection this product � _
complies with FBC.Sections 1609.1 2 8 R301.2 1.2dnd does not require an _
,
iropactresistantcovering This producttmeetsmissiie,level U'and includes oxo �
Fill
Wind Zone 4 as defined In ASTM El 996 and f5C Sections i 6091.2,2&
s p
a 4.. For2x stud framing cornstruOm anchoring of these units shall be the same ✓'. in
as that shown.for 2x buck masonry construction. iF
5. Site conditioris that deviate from the details of,this.drawing requue further• XO
IL
engineering andlysis by a ttcensed engineer orregistered drehitecf. wg
AX8-
PRESS/RE(PSF) DESIGN PRESSURE(PSF)DESIGN
-TABLEOF CON1ENiS MAX. D ^F
.5 SHEET$ t)ESGRIFf10N
CONFIGURATION FRAME [).1:0: INSWING QUTSWING N
-''1' -TyocaIeiavationssdesign ressures& enerpinotes DIMENSION �4lMENSION 'POSITIVE NEGATIVE POSITIVE NEGATIVE CT
<o
2 Door nal etals
3 S de to panel detalls ands ozins detail X 37.5"X 82.0." N/A +65.0 -70.0 +65.0 -,65:0 h�z _
4 Bevailons
w Q7 2 t .12 i
5 Horrzontaf cross sections WXO 76.25 X 82.0" 20;5"X 42.63" +50..0. -50.0 +60,0- -.5.0:0
6 Vertical'crosrseetwns
_. sr JX. m
s 7 Vertical cross
' sections __ .
US 1150 X 820 20.5X 62.63 +50,0 +5.Q,0 00
B -
Frome anchoring" Dawn:-17
9 N
10 6110 mate alsandCom onents "'_ .._ Ff,—17184:5
40 2.50" F� 1.58"
1.00 EXTERIOR l.ar te�
I
�+.40" fUf1 7 y fC Z`Z r
y3l T a o m
Fn Tn _ - TOP RAIL ��••• .••03-.� F 5'"
(COMP.) N �i�� ..-.• ``�� y j mm
''�7j1711IIN� ` on00i
a N G
LOCK BLOCK(WOOD) $ v_ i x Z v
HINGE STILE INTERIOR d 8 t W 9 m m
Cellular PVC STILE REINFORCEMENT(LVL) . a 0 g m d 0 a
STILE REINFORCEMENT ` a m d a
(LVL) LATCH STILE FOAM CORE o 6
1 CTION Cellular PVC (POLYURETHANE-
1.9
POLYURETHANE- Z
HORIZONTAL CROSS SE
2 1.9 PCF MIN.) a
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Li
zo
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35.75'MAX. J W
DOOR m zd
PANELWIDTHo a
o EXTERIOR INTERIOR am o
2 Af m 0
2
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0 FIBERGLASS SKIN o 0
03 (0.075'THICK) fti
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BOTTOM RAIL >> ?
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LOCK: SIGNAIURESERIES (COMP.) - ^h m
KWIKSEr DEADBOIT: SIGNATURE SERIES(7B0) a
LOCK: YH COLLECTION N O
D YALE DEADBOLT: YH COLLECTION(80 SERIES) ^v i
SCHIAGE KNOB: 7SERIES(F10) N z v
DOOR PANEL DEADBOLT: B•SERIES(060/62) m
40 MTE 02 21 12 0
scar: N.T.S.
2 VEIMCAL CROSS SECTION DM e+: JK m
m
s 2 auc Br: LFS 3
E a
DMN7N0 NO.: N
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( EXTERIOR r_ I.5B" «) ° "►�^ n
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INTERIOR (COMP.) ��rhtt*Ittt tTOP RAIL
zo n m z
HINGE STILE LOCKBLOCK(WOOD) U r d
Cellular PVC
STILE 9 z x z d
STILE REINFORCEMENT(LVL) E m =m°m
REINFORCEMENT a°a
(LVL) rl�HORIZONTAL CROSS SECTION LATCH STILE4" a
-��---
Cellular PVC 1j Z
FOAM CARE F 0
(POLYURETHANE- 3a
1.9 PCF MIN.)
STRUCTURAL SIUCINE(DOW 995) 5/8"GLASS BITE
NON STRUCTURAL SEALANT
1"OVERALL GLASSTHK. Zo t5
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35,75-DOOR 1/8"ANNEALED GLASS G1 �� > z
WIDTH 0.090"SAFLEX®PVB �g m
AYER A
24.27'MAX. y
v 2 FRAME WIDTH 1/6 ANNEALED GLASS INTERIOR EXTERIOR a 6 z
m 3 20.5"MAX. AIR SPACE ¢
D.L.O.WIDTH I/8"TEMPERED GLASS of
a
§ #7-19 X 13/4"PPHALUMINUM SPACER
SELF DRILLING SMS 3A INT. m
NON STRUCTURAL SEALANT
S t � G1 GLAZING DETAIL ��
m 0 n v
V = z
N 4
C7 _
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s O 1.86" FIBERGLASS SKIN' 8
3 p R p a
(0.075-THICK) fi F
6 T- N ,OF GOi
„a q O BOTTOM RAIL4J
ti N "r' 0.063" (COMP.) °z
w h a F F
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4.25" 3A OM WE FRAME GATE 02121112
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s ODL LITE FRAME s N.T.S. 5
DM.W. JK m'
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d0 S!ClEI!!E PANEL 3 m
DFAMiH6 t704 N
"yr FL-17184.5 0
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/ No.43409
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c Q PRODUCT: Da wits Pmpomd BY• ••,
o PLASTPRO INC. Lyndon F. Schmidt ��j ,p_• ��'•'• ��`
FIBERGLASS DOOR P.E. No. 43409
V 9 z N 2 7 24 17 UPDATE TO 6TH ED. 2017 FBC JK' PART OR ASSEMBLY: /{Q/��BUILDING CONSULTANTS. INC.
04/22/15 UPDATE TO 5TH ED. 2014 FBC JK ELEVATIONS J I•VV P.O. Box 230, Volrico, FL 33595
IO 01 N NO DATE ETY V Y Phone No.: 81 3.659
REVISIONS FBPE CA No. 9813
®201 0 R.W.BUILDING CONSUL—I-B INC.
1-1Id"MIN Jt`�d * IIIIi
EMB.SYP.) .'; .
/4
E 60 EXTERIOR p E �.`p'�
..a EXTERIOR 11 K a `�l a,
D 27
ag Z O
Ell 010
.tl 'a a :�a• I"IIIItiiit
a V x 0q
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CW
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�SEENOTEI m a a
7 C
a eINTERIOR 40 INTERIOR g 5 (rte'
tl 7 J
o �a
78 J 21 20
a ._,15"' 21 20 �/4'MIN A C 21 28 CSNK j
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a a�
�C.-SINK InP C 1-IMMIN, om zw
n (TYP.) O V! otn
S VYP)
HORIZONTAL CROSS SECTION S HORIZONTAL CROSS SECTION
5 Oulswing shown-inswing also approved $ Outswing shown-inswing also approved ELT d
Shown WIX sub-buck
c�
HORIZONTAL CROSS SECTION IJ
$ Outswing shown-inswing also approved o 1i
o' a a
a
l.Spacing for Item K:6'from ends 8$
and 6 more equally spaced along EXTERIOR 11
8 sidelite(8 total)• M 27 EXTERIOR p K SEE NOTE 1
E 10
gSEE NOTE 1 K K o o
N cn z
z
8 W g �C
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s 60 40 7 60 a
INTERIOR 7 INTERIOR g
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N Z
a .. OAM 02121112
a
21 20 L21 20 sDr�: N.T.S.
L DWG.ar: JK m
2 HORIZONTAL CROSS SECTION (3HORIZONTAL CROSS SECTION CHK.er: LFS
5 OutssvAng shown-ItuvrGig also approved $ Outswing shown-Inswingalso a DRAWNG NO.:
s Shown th 2X reinforcement Shown wwiith 2X reinforceent approved
FL-17184.5 a
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e. e e �'� t• JCz in
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rill �N\\\`` i o m o
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ao t`g E m m a
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40 EXTERIOR INTERIOR o �d
c �za A C z
8 Uo w
EXTERIOR INTERIOR z$ `�
s 1 VERTICAL CROSS SECTION N m 7 20 21 �
6 Outswing shown-inswing also approved
8 a�
E e' EXTERIOR INTERIOR �I o
e 2 VERTICAL CROSS SECTION a
Outswing shown-inswing also approved
Shown w/1X sub-buck
5 VERTICAL CROSS SECTION00
8 INTERIOR EXTERIOR 6 Shown w/ADA threshold
INTERIOR EXTERIOR N rn
z -
40 B in
INTERIOR EXTERIOR
7
n
40g 30
33 31 $z a
N 4
F �w F Ngo
s E ^
ae < ° _ .Q - a 'Q DUE 02121112 6d
`e _ sGLLE N.T.S. 9
DM er: JK m'
s 3 VERTICAL CROSS SECTION �1 VERTICAL CROSS SECTION �VERTICAL CROSS SECTIONCROSS SECTION `" �` �� p
e
Inswing configuration Shown w/OS.ADA bump threshold
6 96 Outswing configuration MAWING
FL-17184.5
- o
SHEET B OF t O
O
/.,
a _ NOTE •2I In
E
" 1.Spacing for item K:6'from each end
and at centedlne(3 total).
0)
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JK ��`` o n m i
B U N ••
N
C a
C d � �o o=a
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a � m d
m LL
60 ' D6
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K 60 8 3a
2 SEE NOTE 1 L
20 21 i.1 SEE NOTE 1 K 21 20
EXTERIOR INTERIOR EXTERIOR INTERIOR
at z
o
zzo JF
1 VERTICAL CROSS SECTION U
2 VERTICAL CROSS SECTION �y �N
7 Outswing shown-Inswing also approved 7 Oulswing shown-Inswing also approved
�o
Shownw/1X sub-buck am D
U
� O
O
m
INTERIOR EXTERIOR '—m
INTERIOR EXTERIOR E2 4
8
50INTERIOR EXTERIOR F
K SEE NOTE 1SEE NOTE 1 SEE NOTE 1 N" z
W W O
29 K 50 50 K 20 21 F
zd � 3135
oFo °o
F 34 �� �� E �m �a o
E = E D �' 9
F
FU
d D
D �o
LL d O
a a s
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oATE 02121112 14
o
4 VERTICAL CROSS SECTION. 5 VERTICAL CROSS SECTION ` G. JK N.T.S.
3 VERTICAL CROSS SECTION oWc,BY: K m'
s 7 Inswing configuration 7 Outswing configuration 7 Outswing conflguraflon
cwc.ar- LFS 3
a
OMWWG'NO.: �
N
FL-17184.5 0
b
SMEEf 7 OF 1O N
e
O
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it
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•S
4! n•J�ci M
m: o
4 \\ , t v z _�
V \ m m W
(TYP.) TYP.) 4p, 8 P} (TYP.) ¢ "� m a a
7.1
p IITYP.HEAD
II II o
MASONRY TYP.HEAD11 �AMSS I I 11 TYP.HEAD t Cp =
OPENING &JAMBS MASONRY r1I I MASONRY 11 111 &JAMBS
OPENING 2X REINFORCEMENT-1/11 I OPENING I I`2X REINFORCEMENT]'I m
L SHOWN FOR REF. I i ((
ONLY !1 f 1 SHOWN FOR REF.
MUCK {�
u 2X BUCK 11 2X BUCK i I ONLY i i o
m If II II d' I o
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d I! J)
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$UCKANCHORING BUCK ANCHORING BUCKANCHORING w o
X OX/XOOXO rn
1212
CONCRETE ANCHOR NOTES: '
I.Concrete anchor locations at the comers maybe adjusted to maintain the min. d
edge distance to mortorJoints. Q x
g2.Concrete anch or locations noted as"MAX.ON CENTER"must be adjusted to
maintain the min.edge distance to mortar joints,additional concrete anchors ^w m
may be requimd toensure the"MAX.ON CENTER'dimension are not exceeded. .r q
¢
3.
Concrete anchor table h w a
gNCyQR ANCHOR MIM MIN CLEARANCE MIN CLEARANCE p o
.TKQE' .:;SIRE ENT`:,7O MASONRY tOADJACEAtT: ^Z a
—02121112 x
EDGE ANCHOR.:`>,:: e
mtr s�E: N.T.S. °
TAPCDNe 114" 1.1/4" 3" 4"S
M.BY. JK m ELCO
ULTRACON e 1/"4 1.114" T" 4" cwc.an LFS 3 .
WOOD SCREW tNSTAtfATtON NOTES: DRAWING NO..
d
s I.Maintaln a minimum 5/8"edge distance,Vend distance,&P'a.c.spacing of FL-17184.5
wood screws to prevent the splitting of wood. o
b SHEET $ OF tO N
a d
I
I
I
I
z e
Vi
3"(TYP.) 3 (TYP.} .'iV z 9```` o N
6"(TYP.} n m
r(TYP.) r Fri (TYP.}—. `�tf * �>V z so 0
6 P. tlll 11 U'4 c z
}. } 6"(TYP.) .- v.75 z c z o
Fri
IT IT i
LLo
— [ 2X BUCK [ 2X BUCK v z
MASONRY—71 iX BUCK w MASONRY r p cm+ °oJ L 2X BUCK to o O d
OPENING � 1XBUCK MASONRY
o TYP HEAD OPENING TYP 0 OPENING J IXBUCK L TYP. ko
FRAME — &JAMBS FRAME JAMBS AND
FRAME AMBOS HEAD AND o
a ciQ z
g 2X BUCK TYP.@ SILL f`1
L — N — 2X BUCK TYP.@F ICL P N TYP.@ SILL O 2X BUCK SILL TYP.N SILL r p �
s F � F F a
I fill
FRAME ANCHORING FRAME ANCHORING FRAME ANCHORING
o X OXO
h N v)
Z
�B LA
Q CONCRETEANCHORNOTET:
1.Concrete anchortocelians at the comers may be adjusted to maintain the rrdn.
edge distance to mortar faints. c
a 2.Concrete anchorlocaHonsnoted as IMAX.ON CEMER"nwst be adjusted to 5
maintain the min,edge distance to mortarjoinh,additional concrete anchorsG 1 X BUCK 1X BUCK ({ ,a
maY be required to ensure the MAX ON CENTER"cflmensfon are not exceeded. , 9
3 Concreteanchor labia M 2X BUCK 2X BUCK K N ¢ t
ANCHOR ANCHOR ;MIN MtN CLEARANCE MtN ELEARANCE� � � �
g�' ,:TYRE :512E EMBEDMENT TO/r1ASQNRY Tp ADJACENT-:; �0 n
2J
ITW
OD
TAPCON® 1/4' 1.1/4" 2" 4" M - DATE 02/21/12—ELCO WALL. 2
N.7 S.
u1TRACON 1/4" 1.1/4• T" 4" 'm
S Irn LATCH 3 DEADBOLTDETAtt HINGE DETAIL JK
f! TAPCONe 3/16" 1.1/,C S" 1.1/2• 2XBUCk cw,BY.. LIS 3
S WOOD SCREW INSTALLATION NOTE:
DRAWING Na.: ¢
FL-17184.5 N
n 1.wood
screws
en edge distance,of Vend distance,8 I"o.c.spacing of SWKEJAMB HINGEJAMB o
wood screws to prevent fhespNfttng of wood.
�.. S1Et7 $ OF 10
Imo—4.56, �Q
I to
BILL OF MATERIALS pf n
MEMO DESCRIPDON MATERIAL V yy4�,(( V * =-a!r.
A 1 X BUCK(SG>=0.42) WOOD z Fr�� m
B 2X BUCK(SG>=0.42) WOOD II I %V"• e
C 1/4"MAX.SHIM SPACE m
•., , ��` o IR
D 1/4"X 2-3/4"ELCO OR ITW CONCRETE SCREW STEEL '����� �c �` >CO
z o CO o
HEAD dSIDE �IIITI I �� v N _
E MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI CONCRETE 2U Jamb r x O d
301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 8 E 9 mO o°
F 1/4"X 2-1/4"PFH ELCO OR ITW CONCRETE SCREW STEEL r 4.56" ro oma' 2 m°v O t a
G 3/16"X 3-1/4"PFH ITW CONCRETE SCREW STEEL I o (--2.17'-�{ a "j m d a T
H 1/4"x3-1/4"PFH ELCO OR ITW CONCRETE SCREW STEEL I �`d
J 114'X 3-3/4'PFH ELCO OR ITW CONCRETE SCREW STEEL e z
K #9 X2-1/7'PFH WOOD SCREW STEELa
L #10 X 2-1/7'PFH WOOD SCREW(1.15"MIN.EMBEDMENT) STEEL
M #8 X 7'PFH WOOD SCREW STEEL
N 114'X 1-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL 29 SIDEWF SPACER
7 FORCE 5 WEATHERSTRIP(ENDURA) FOAM EAD 6 SIDE ISSLB '3o
8 COMPRESSION WEATHERSTRIP QLON 650(SCHLEGEL) FOAM 21 Poryfberjomb zo z
9 4"X 4"BUTT HINGE STEEL a
10 #9 X 1"PFH WOOD SCREW STEEL m 4
0 11 #9 X 3/4"PFH WOOD SCREW STEEL ag o
20 FINGER JOINTED PINE FRAME,HEAD&HINGE JAMBS WOOD n
21 POLY FIBER JAMB 4.56" 4.56" m
COMP./VINYL
STEEL o
27 LATCH STRIKE PLATE a a
28 DEADBOLT STRIKE PLATE STEEL
29 SIDEUTE SPACER(ISSLB) PVC m
4 30 DOOR SWEEP PVC
s 31 OUTSWING THRESHOLD BY DLP(QOSH) ALUM./WOOD
32 ADA THRESHOLD BY DLP(ISHC) ALUM. oUrswlNG THRESHOLD INSWING THRESHOLD
S 33 INSWING THRESHOLD BY DLP(LSCS) ALUM./WOOD 31 QosH 33 ISCS ,.v
34 SIDELITE THRESHOLD BY DLP(ISH/EIS) ALUM./WOOD N N
N
35 TRIM WOOD
z
36 OUTSWING ADA BUMP THRESHOLD ALUM. rn 8 U)5"-
40
'40 DOOR PANEL-SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS
60 SIDELITE PANEL-SEE SIDELITE PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS 4.67' -{ Q
88 12XREINFORCEMENT(CLEAR PINE:SG>=0.49) WOOD
32
ADA SIlL n
ISHC N N o
m T34 LIDEI THRESHOLD a z u
5"
Da-02/21/12
i
scnlE: N.T.S.
DWO.BY.. JK 9
s miw ac LFS 3
SOUISWING ADA BUMP THRESHOLD DR WING NO.:
36 OSHC FL-17184.5 =
0
$ SHM 10 OF 10 w
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