HomeMy WebLinkAboutSET UP-INSTALLATIONplastpro
5200 W. CENTURY BLVD.
LOS ANGELES, CA 90045
SCANNED
BY
St. Lucie County
Smooth / Wood Grain / White Mood Grain
Rustic / Mahogany
Series O Fiberglass Door
❑vSWING / OUTSWING
-impAc rr
GENERAL NOTES
I. This product has been evaluated and Is in compliance with the 6th Edition (2017) Florida Building
Code (FBC) structural requirements including 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 the'HVHT'this product complies with Section 1626 of the Florida Building Code and
does not require an impact resistant covering.
4. When used in areas outside of the "flVHr requiring wind bome 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 "U' and includes Wind Zone 4 as defined in ASTM E 1996 and FBC
Sections 1609.1.2.2 & R301.2.1.2.1.
5. For W stud construction, anchoring of these units shall be the same as that shown for2x buck masonry
construction.
6. Site conditions that deviate from the details of this drowing require ludherengineering analysis bya
licensed engineer orreglstered architect.
7. Ouhwing configurations meet water infiltration requirements for"HVHT'. All other configurations do
not meet the water infOfrafion requirements for the "HVHT' and must be installed only in non -habitable
areas or at habitable locations protected by an overhang or canopy such that the angle between
the edge of canopy or overhang to sill Is less than 45 degrees.
TABLE OF CONTENTS
SHEET#
DESCRIPTION
I SHEErtl
I DESCRIPTION
I
Typical Elevations, Design Pressures & General Notes
7
Horizontal & Vertical Cross Sections (Direct to Masonry)
2
Door Panel Details
8
3-point lock details
3
Horizontal& Vertical Cross Sections(2X Buck)
9
3-point lock details
4
Horizontal& Vertical Cross Sections (IX Buck)
10
JBIII
Buck and frome anchoring
5
Horizontal & Vertical Cross Sections (Direct to Masonry)
11
Components
6
Vertical Cross Sections (Thresholds)
12
of materials
_ 37.59' MAX. OVERALL _
I� FRAME WIDTH
00
L, z
i 9
z 0
O
la �
z z
w
X O
z Q
> g
O O
b in
CI
m
m
CONFIGURATION
MAX. •
FRAME -
DIMENSION
DESIGN PRESSURE (PSF)
.POSITIVE%
INEGATIVE !
x
37.5" x e2.0"
+75.0
75.0
See sheets 2 for hardware design pressure limitations
4(
Ci O: K' om
I n t l
z o m 6
aN •�
0
g Eq 2m�al
�o sm
OP
s n d a a
mn`n�
a
9 14
3d
Issue N.T.S. I
W.
FL-15210.1
07 2.8"
EXTERIOR
INTERIOR
CAP (PVC) HINGE STILE(LVL) LATCH STILE(LVLI CAP (PVC)
HORIZONTAL CROSS SECTION
35.75' MAX O.A.
WIDTH
D
y f�
O
X SEE HARDWARE TABLE
SEE HARDWARE TABLE
Dao DOORPANEL
Plasfpm
Fiberglass
NARDWARETABIE "
MANUFACTURER?
MODEL
MAX. DESIGN '
.PRESSURE (PSI
KWIKSEi
KNOB: SIGNATURE SERIES
#75
DFADBOLT: SIGNATURE SERIES (980)
SCHLAGE
KNOB: "F"SERIES (F511
"B"
±)5
DEADBOM SERIES (860/62)
?AMEX
LEVER: FOR SERIES
4 75
DEADBOLT: FD7 SERIFS
HOPPE
MULTIP - GUE
± SO
ENDURA
MULTIPOINTLOCK: TRILENNIUM3000(3•PT)
}75
See sheets 5 and 5 for multipoint lock details.
„AK ,
...
:.... .
` O..
•e. i N
�o'•J=tin
z
>..
n m d
^
0 N
TOP RAIL
„
\ V
y U •2�
8 io
(COMP.)
a v m a `m �.
4
—T
E oz
b.
00
a
Ci
?o
0
0
INTERIOR
EXTERIOR
a
x x
FOAM CORE
(POLYURETHANE-
L'
a
1.9 PCF MIN.)
H $
6F
N
o
000
FIBERGLASS SKIN
n •�'12
(0.125'MIN.THK.)��
BOTTOM RAIL�IT'.�r.:: n' lI1 IN -, —
(COMP.)
aTc 02 16 12 �
sruF: N.T.S.
DWG. W. JK I°
VERTICAL CROSS SECTION
am V.- LFS u
2
DMVND No.:
FL-15210.1 �
sN 2 of 12
3 3 3 5 6 `moo\\".*...�
3 4 5 7 7 y m
9� {V
^m' m2': JZ
m xZl
�, V e Em xm cU
�l m.3 9
t' � 4 �
mangy
1 ellr2 a 4a
x vG a°z (�
T 2 W
8 3d
4 lk 4
T7 3 4 D E 7 EMS.(TYP.) nm off
g 1 2 3 2 1 oh
C 6" b b D o o x�
0.15' B U
L C51NK C e
.. 0.15'(1YP') D
Yp) E o gyPI
L
1 2 INTERIOR
D
a m
ww o
T 4D 7 B L zap '--
a. n L R o
e nN_
• . 40 NmQ
. p �
11 11 EXTERIOR 58 7 ua z
I-1/4"MIN. L 9 27 E EXTERIOR INTERIOR I? mm 02116112
EMS. (TYP.) 40 n o sass N.T.S.
0
1 NORIZOMAL CROSS SECTION 0 HORIZOMAL CROSS SECTION �VE111CAL CROSS SECTION SECTION JK m
e Outswing shown llnrxing simiWrl 3 Outmdng shown Qnswing similar LF5 ;
3 Out..g shown (Inswing similar( oxnwwo ua: °
m
FL-15210.1 0
sxm 3 or 12
<: A
J_oA
'
m
,
���Tlll WO
\\ z O m O
O rl z
9 Urz�
Z U
\
8=:
9m ow
�l
a `a 4
.
A
�`a
E
E
o
b'
C
C
�0
y
v
U
W
°
EIs
t
m
am
rvy
7
°m e
7
Qp
o
G° INTERIOR
e
u
»m
A
C z
°
QD
�e
N N
a
EXTERIOR
11
6
w
N
0
o
17
7 1
2
it
27 G A
r
9 `�
EXTERIOR
INTERIOR
MD. pyr.)
1-1/4 N.
EMB. (TYP.)
a
-
00
nn
1 HORIZONTAL CROSS SECTION
2 HORIZONTAL CROSS SECTION
3
VERTICAL CROSS SECTION
„
Q Shownwl lXsuDbuck
Q Shownw/1X suGbuck
vn
ShowwY l X sub -buck
Outswing shown (Inswing similar(
Outswing shown (Inswing simi crl
Outswing shown (Inswing similor)
nAp
IMM 02116112
�,..,., N.T.S.
DXD. ar: JK m
GIK Bl: LF$ 3
DMMG RD: p
0
ft-15210.1 n
sx¢r 4 DF 12 "
g
•a'VJ•Lon
_ .�' �
�•=zz
�=
W.
',y, z
+•'�O K' d m
'a l'Npf
N
00
\\VS
o K2�
o E. m a
U.
g 9ooa
4
OZ
(�
E
E
2 1 C
Q0o
oe
—
2p
�O
0 T 2
D
D
Z
rcy
G
]
w mg
0z
M
T
INTERIOR 40
Tim
C
I°
ne
40
N $
uL
EXTERIOR
1T T T 2
O
TT 9 40
27 M
��
y
EXTERIOR
INTERIOR
EMB. (TYP.)
EMB. (TYP.)
i
r HORIZONTAL CROSS SECTION /-21 HORIZONTAL CROSS SECTION 3� CROSS SECTION
g Shown Direct to Masonry ,
5 Shown Direct to Masonry
�
v
/VERTICAL
Shown Mect to Masonry ,
Outswing shown (Inswing similar)
OutsW ng shown (Inswing similar)
Outswing shown (Inswing similar)
z
0 °u
1V'z
wm 02116112 i
s,..,.. ME& '
on en JK
M. er. LFS 3
n.MA xo: m
Fl--152 T0.7 0
SXEV 5 or 12
z
Gj0—�
y.
F>
m
111yr}
on Z
U N e
c�\
E. Zm OW
'O`�a
m2
9 4 O
EXTERIOR INTERIOR
oW
O
H
0
8 40
&�
_p
29
EQ
�
I
U�
!
�ai
OFi
am
cL
fez
`2
EXTERIOR INTERIOR
G'
5G
w
EXTERIOR u
INTERIOR
40
a a
30 31 32 33 34 40
2 CROSS SECTION
8
� �
TO.
v Shown wT ADA threshold
^ a
13837
w
N
o
�€
E
e '
E
<'✓'
•.
•
..
• . �
°
° . n
�
e
a
•
as
w
NqQ
�
�1 VERTICAL CROSS SECTION
^ "
6 o.t.rlg confirguratton
RTIAL CROSS SECTION
o 0
N _
6 InswingVEC
configuration
-Z a
mm 02116112 ?
smart N.T.S. i
Owc. art JK m
mrc On LFS 3
DMWG NO,
m
ft-15210.1 0
s M 6 OF 12 a
_ Q
MAX.
m 1.25'
MIN.
------------
/ 1
�--
EXTERIOR _W INTERIOR
%5� VERTICAL CROSS SECTION
7 Shown Direct to Masonry
Ouiwrng only w/ 49/16'jamb
J<
Q
NTERI
EXTEI
1 HORIZONTAL CROSS SECTION /-2 --� HORIZONTAL CROSS SECTION
7 Shown Direct to Masonry, 7 Shown Direct to Masonry
Outswing only w/4-9/16'jamb Outswing only w/4-9/16'jamb
EXTERIOR j%/ R INTERIOR
VERTICAL CROSS SECTION/V/�ERTICAL CROSS SECTION
shown Direct to Masonry
Outswing onlyw/ 6-9/16'jamb
3 HORIZONTAL CROSS SECTION
7 Shown Direct to Masonry
Outswing only w/ 6-9/16'jamb
XTERIC
�
oJ:tiA
_A.
<=3
i ��•'•.
om
Q •� y
1/lIII
11 ��
OnN2
I
�
m UN•:
v
�n �
7 mdal°
C4 6
E oix
B 3n
�41 HORIZONTAL CROSS SECTION
Shown Direct to Masonry
Outswing only w/ 6-9/16'jamb
n N '
w S
NmQ
nM�
o r
N'Z
c 02 16112 =
ee N.T.S.
1. N: JK
er: LFS ?
FL-15210.1
ar 7 0! 19
..O'
z3 m'ro
�t
o n m z
0•I
0 U Nz
/ p \\ a E m z m m o
5d
a
E
02
p 2XBUCK 58 3i
0
IX BUCK G
Q DIRECT TO 0
}Y 1 MASONRY M o
U zo 0
�2.IT23 '3 o:s o
2x sUCK 58
HOPPEMULTIPO/NTLOCKSET 25
p 22 HI59W03Paint'Tongue IX BUCK G
.ro DIRECT a a
RY M
B � MASONRY
UU
1.7" f"— 2XBUCK 58
® IX BUCK G nn
OIRECTTO
MASONRY M 23 w w o_
� In
T� as
<�
I o
L. r m o m
o z
zz
w
STRIKE JAMB sTy m < a
y N Z u°
Lam. 02116112 i
Oo Lu � N.T.S. n
owa a JK m
23 MULIIPOINf57RIKE PLAIELAT25 CH AND DEADBOLTSTRIKE PLATEAND DEADBOLTSTRIKE PLATE NU S:NO LFS 3
Tongue system ry
MANUAL RAISED TONGUE GEAR SYSTEM FL-15210.1
m
" SXFET 8 Of 12 N
J_6 rni
�N':� d* s•T z��
V I lit
V. z -zo
dNp OLLLL�i
9 4
E oz C
8 3a
t$ z$ o
� OIIII/nnnl V
(° m
� o
o �
a a
YY}
�m
U U
�4
p l.Y
N
� S% 6pN H
0 W W 0_
62 ic x
�o
2X BUCK SB
IXBUCK g
DIRECTTO M N n
MASONRY
Z u
Dare 02116112 z
scvF: N.T.S. °
on.. en JK m'
ENDURATRILENNIUM3MD STRIKE JAMB DETAIL ow w.. LFS ?
3 pt. Lock DMMN° W..: rz
FL-15210.1
0
mw 9 of 12
MASONRY
OPENING
2X
4"
)TYP.)
TYP. HEAD
&JAMBS a
U
BUCK ANCHORING STRIKE JAMB
CONCREIEANCHORNOIES:
I. Coaef nchorloca1.. al the comers may be .*,led to malntaln the min.
edga colon. to modeelo is
2. Concrete anchor locafow noted as MA%. ON CENIEB'musf be adjusted to
ma f the nun edge distance to modarrbinfs, addlRonof..to anchors 28
my be required to ensure the MA% ON CNJ rclrssensbn are not exceeded
3. Concrete anchor t bl
ANCHOR
ANCHOR
MIN.,.:.._
MIN, CLEARANCE
MIN.CLEARANCE
TYPE
SIZE
1. EMBEDMENT
iO MASONRY
iO ADJACEM`:
-.
EDGE.':;
...ANCHOR..:.
1w
I/a
1-1/d
2
d"
ElCO
ULTRACON
1•
AS SNDWN
WCON°
13)IS°
2X BUCK
1XBUCK
DIRECT TO
MASONRY
I. WOOD SCREW INSfALIATION NOTES:
Maintain a minimum 5/8"edge dislande, f end dislanca, 8 I-mc. spacing of
wood screws to Orerem thespi ing of wood.
4-9/16" JAMB
p DIRECT TO MASONRY JAMB
(TYP.)
(SEE SHEET 7)
rT
PP.)
) —
SEE HINGE
L 2%BUCK
=
DETAIL (TYP.)
G 1%BUCK
DIRECT TO
D
MASONRY
MASONRY
OPENING
TYP. HEAD
& JAMBS
FRAME
¢ V
4-9/16" JAMB M
^ Ci
2XBUCK
6-9116"JAMB N
DIRECTTO
MASONRY
— JAMB (TYP.) —
(SEE SHEET 7)
ADA SILL
( ONLY
FRAME ANCHORING
Masonry constnlction
DIRECT TO
DIRECT TO MASONRY tMASONRY1XBUCKIX BUCK
2XBUCK 2X BUCK
DIRECTTO T�
MASONRY
IX BUCK
2X BUCK —
HINGE DETAIL
Inswing
AA"Iql* PIT
TTS,
n o m d
U N••
M
0 oz�
to6
\vl
8Emp 9mo
ppp w
w D D a
A m
a to .1
9 r
E "
a
0
CO
n
am
CO
0
;aU
e,
m
HINGEJAMB
y CJ N
4.56" 4.6" n �. ••.� n
ui
N'.
L � II II '• ...•••�\� J ONNO
�F-2.44"t2.13"—� '''�ZZgsq ILLS ��`` oAmi
orv:
0
0-
0IIISWING IHRESHOID OUISWING THRESHOLD POLY FIBER JAMB `e E m 3 m x D
OLP IOOSR� '» Columblo Hgh Dom �SB7I PlasiP. \ `Q� B �o w
V nNn mmi�
9 co
E �
N IJM;�
I I
F --FI o
�2.36"-2Z'�-I I
�1 ODISWING THRESHOLD ODTSWING THRESHOLD prc o
�� DLP (POSH) Calumbio �5I5) Z WOOD JAMB �� w o
V
�s.bz•� �s.b3" �
2.DBB'•
I o
O.Sz'
�\ OUISWING 1NRESHOLO 38 INSWING TNRESHOID Z WEATNERSTRIP 8 DOOR BOTTOM SWEEP
E ME IZS 621 TI.T!w End Fw..5
4.56"
s.625" l = n
N
� ^C
MIF: 02116112
sm+� N.T.S.
o INSWING iHRESHOID 37 INSWING IHRESHOLO 29 ADA IHRESHOID oxc. ar: M
End!. (ZSe4es� DLP �ISCSf DLP
wx. a LFS
oamxc xo:
FL-15210.1
SHF£i i 1 OF 12
Q.
n �M
''''''TTT:I111 11\\
V
Q`i6N$
••L'J_UM
•• W N
J-N^
\\�`` Z m m O
Na_=
U
6d
E rm Qm�ti
56oa
mdu2
5 LL
o� E cW
& 3d
a
zo
o
K�
n�
0
a
s
�u
E
w o
y
m
o
a
m
in
6
N_
i
o
U
UU
E�
Ns
oc
ee
uN
�H
kk
o�
�N
N O,
ono
N^Z
DAM 02 16 12
6C ' N.T.S. °
rrec. ec JK m
ax. er. LFS 3
oaAwox xo.: z
FL-15210.1 N
0
sx¢r 12 OF 12 "
BILL Of MATERIALS
REMR
UERCRIWION
MATERIAL
A
I%BUCK SG>=0.55
WOOD
B
2X BUCKSG>=0.55
WOOD
C
I/4" MA%. SHIM SPACE
-
D
I/4"%2-3/4"PFH ELCO ORITW CONCRETE SCREW
STEEL
E
MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI
3010R HOLLOW BLOCK CONFORMING TO ASTM C90
CONCRETE
G
3/I6"x3-1/4"PFH LPN CONCRETE SCREW
STEEL
I
1/4"X 13/4"PFH ELCO OR ITW CONCRETE SCREW
STEEL
J
I/4''X3J/4"PFH ELCO OR ffW CONCRETE SCREW
STEEL
K
1/4"X2-1/4"RW CONCRETE SCREW
STEEL
L
k10%2-1/2'PFH WOOD SCREW (I.15'MIN. EMBEDMENT)
STEEL
M
3/I6"X2-1/4"ITW CONCRETE
SCREW
STEEL
N
3/16"%2-3/4"ffW CONCRETE
SCREW
STEEL
P
1/4"X2-1/4'"PFH ELCO CONCRETE SCREW
STEEL
I
POLY FIBER JAMB
COMP. /VINYL
2
FINGER JOINTED PINE FRAME
WOOD
7
WEATHERSTRIP
FOAM
8
DOOR BOTTOM SWEEP
VINYL
9
4" X 4"BUTT HINGE
STEEL
11
#9 X 3/4" PFH WOOD SCREW
STEEL
22
3POINT'TONGUP'MULTIPOINT LOCKSET (Mfg. BY HOPPED
STEEL
23
MULTIPOINT STRIKE PLATE (TONGUE SYSTEM)
STEEL
25
LATCH AND DEADBOLT STRIKE PLATE TONGUE SYSTEM)
STEEL
27
LATCH STRIKE PLATE
STEEL
28
DEADBOLT STRIKE PLATE (SECURITY)
STEEL
29
ADA THRESHOLD
ALUM
30
OUTSWING THRESHOLD
ALUM/WOOD
31
OUTSWING THRESHOLD
ALUM/WOOD
32
OUTSWING THRESHOLD
ALUM/WOOD
33
OUTSWING THRESHOLD
ALUM/COMP
34
OUTSWING THRESHOLD
ALUM/WOOD
36
INSWING THRESHOLD
ALUM/COMP
37
INSWING THRESHOLD
ALUM/WOOD
38
INSWING THRESHOLD
ALUM/COMP
40
DOOR PANEL - SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS
55
NIOX1-1/T'PFH SCREW
STEEL
57
BACKING PLATE
STEEL
58
#8X2'PFH WS
STEEL
60
MULTIPOINT STRIKE PLATE
STEEL
62
ENDURA TRILENNIUM 3000 LOCK ASSEMBLY
STEEL