HomeMy WebLinkAboutSET UP-INSTALLATIONplastpro
5200 W. CENTURY BLVD.
LOS ANGELES, CA 90045
SCANNED
BY
St. Lucie County
Smooth / Wood Grain / White Wood Grain
Rustic / Mahogany
Series O Fiberglass Door
INSWING / OUTSWING
"IMPACT"
GENERAL NOTES
I. This product has been evaluated and Is in compliance with the 61h Edition (2017) Florida Budding
Code (FBC) structural requirements including the"High Velocity Hunicane 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 "HVHZ' 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 "HVHT'requiring wind home 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 "Wand includes Wind Zone 4 as defined in ASTM E 1996 and FBC
Sections 1609.1.2.2 & R301.2.1.2.1.
5. For 2x stud construction, anchoring of these units shall be the some as that shown for2x buck masonry
construction.
6. Site conditions that deviate from the defads of this drawing require further engineering analysis by a
licensed engineer or registered architect.
7. Outswing configurations meet water infiltration requirements for"HVHT'. All other configurations do
not meet the water infdfration requirements for the "HVHZ" 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 6 less than 45 degrees.
TABLE OF CONTEPITS
SHEET#
DESCRIPTION
I SHEET#
I DESCRIPTION
1
Typical Hevations, 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
12X Buck)
9
3-point lock details
4
Horizontal
& Vertical Cross Sections
I X Buck)
10
Buck and frame anchoring
5
Horizontal& Vertical Cross Sections(Direct
to Masonry)
11
Components
6
Vertical Cross Sections (Thresholds)
12
Bill of materials
4(
III---...--- 37.50'MAX. OVERALL ���...III
FRAME WIDTH
"'Inln
�A/X
•�
.•
\V: V
$ `a
9 4
® ®
oz
3d
CONFIGURATION
-FRAME
DIMENSION
DESIGN PRESSURE (PSF)
=POSITIVE
NEGATIVE;.
X
37.5" x 82.0"
+75.0
-75.0
See sheets 2 for hardware design pressure limitations
= e.: JK
er LFS
".G No, �
F1—,5210.' i
0.4"
HINGE STILE (LVLI
85.75' MAX O.A.
WIDTH
D
EXTERIOR
TERIOR
G) HORIZONTAL CROSS SECTION
2
2 ®® o alo
93n
O ICI
X SEE HARDWARE TABLE
SEE HARDWARE TABLE
e
40 DOORPANEL
Hal
Fiberglass
f2
LATCH STILE (LVL) CAP (PVC
HARDWARE TABLE
-MANUFACTURER
..
: MODEL
'MAX. DESIGN "
-
.PRESSURE S -.
KWIKSFT
KNOB: SIGNATURE SERIES
± 75
DEADBOLT: SIGNATURE SERIES
SCHLAGE
KNOB:-rSERIES(F51)
4)S
DEADBOUR WSERIES (B50/62)
PAMEX
LEVER: FLSB SERIES
± %S
DEADBOLT: FD7 SERIES
HOPPE
MULTIP GUE
±SD
ENDURA
MULTIPOINTLOCK: TRILENNIUM0000(0•Pn
}75
See sheets 5 and 6 for muitipoint lock details.
� O'•
'•�5i N
5 41y0�.
FFFFFFI
1 11111
LS`` 0
^
UN••
"ea
\
Zm�U
°cw
Sim 9
COMP.�
Comp.) (
a `a T
a LL
ci
$ 3a IV�Ii
J
5.
oo
a
Ia
30
0
o �i
(µl
yJ w
m
0
0
INTERIOR
EXTERIOR
a
x x
y
om
FOAM CORE
"
(POLYURETHANE-
1.9 PCF MIN.)
nry
•
PN �
N
o
a'
�ot..
FIBERGLASSSON
n•�: '
(0.125'MIN. THX.)�`.'S
nN
BOTTOM RAIL
(COMP.) `'
2 U VERTICAL CROSS SECTION CM Br: LFS
oMMKG NO.:
FL-15210.1
swu 2 0r 12
3 4 5 7 7 O�•.;..... O m
�v� $ o•; J: ti n
/�•••......
•111\ 2 O m O
O U Kz,
V e c N 2 m m a
9cw
'=m
LZ
X 9
a mangy
t FE c z
oW
1 p o 3i
4 4
Z U
5 5 G�eexx
1 2 zo 5C
7 %
0
3 0 D 4 1-1/4"MIN. w zw
E 7 7 DAB. (TYP.) nm Hln
g 1
C 6 4 6 D
L C'SINK C
D >
O.IS'C-SINK (IYP.)r _ m
fTyP) L� . E
1 2 INTERIOR
D a RR
'wP o
7
7 40 B F'
a .e �n =
40 N !2
nn �
55 ° 7 1 11 o ` 11 EXTERIOR u a z
L q E EXTERIOR INTERIOR / o
I-I/4"MIN. 27 1n � wiu 02 i6 12
EMB. (TYP.) 40 e o sw N.T.S. _
W. W. JK m
1 HORIZOMAL CROSS SECTION 2 HORIIOMAL CROSS SECTION ��3�1/ VERTICAL CROSS SECTION ax. sm. LFS
3 Outswing shown(Inswingsimilar) 3 Outswing shown llnwng similar Out.w gshown(Inswing similar) ¢
OMNINC NO.: �
FL-15210.1 0
SUM _L or 12
ZL JO {s MHS
m 1'0291-11
P
OH
p
ae M-Nn
§ Sjl axo
P Nf ae asw
- 'S'1'N erns
a ZL 9l zomw
n
Z --N
O W
y c
i
6 Uol!w!s 6ulmsu uns s iwls 6u msu umo s 6uws n
I) 4 wWnO 11nI. I I) 4 ! O
pol!wis 6ujonq-
m�
ns Xi U—qS m
yonggns Xl /m hmo4S/ V \ you qns%Um uma4S/ V 1 honq.gns %I lm uma4S 4
NOIIJ3S SS08J 1VJI183A Q N01103S SS080 IVINOZI80H Z NOUWS SSONJ IVINOZINOH L
as
rMVU
88
kO
NOIN31NIkWI—N3W 'Nlw„v/1-I Olt rdIMM-1
'NIW.4/I-I
I
�g
b
V 9 LZ
o
Y
Z L LL LL
O
N
aolaaixa
a�
Tv
SOMINI e
op
0
L
L
o�
x
a"
,
xS
J L Z
J
3 V 3
mF3 R
z$ e
e�
6
+19 9 m
�6
`\
Imn0
m
0
'^ 3
ola
1
NA S
m m <
4 ro P • ••�.(1
i_
7 0
n —r
� %71
��•� •L. J�Uh
Vi
z
III III\\\� onm2
UN:
9 U •$�
\\\v` E O j m[ W
rj� g < d a
d mat2
4
F CZ
W
E E B 3a
NfY
C
2 1 C �o
O
ZOp �O
D D D
o � c� Sa�U
w Zrc
a� p2
7
0
TT TM INTERIOR 40 CE
EXTERIOR 1 2)
11 9 4D 27 M INTERIOR EXTERIOR UNOi�a
mmLLVOiUS
�VUwip R p
�I-I/4"MIN, I-1/4"MM• w w
EMB. (IYP.) EMO. )iYP.) � o
nn
> > i
I HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION rY�\ VERTICAL CROSS SECTION C = IW C
5 Shown D rect io Masonry , $ Shown D'vect to Masonry 5 Shown D'vecHa Masonry
Outswing shown Unsung sim➢ar) Outswing shown (Inswing similar) Ouhvnng shown )Insw4ng similor) n o
N—O 0
z a
um 02116112 i
N.T.S. °
JK m
CHN. BY: LF$ 3
orarexo xa.: m
a
FL-15210.1
sx¢r s or12
�::..........
4/ //
No/(s� m
•L•J_dM
Q' •
��•�r
••• W N
OF
`-��
i�O
�
'i' °••
q\�•om
��Illllllll\
�� Z dO m O
UN •:2
Z.
U`
s�o 9m=W
a ma`a (Li
94.
°
EXTERIOR INTERIOR
Ccl�
o J1
N
O
8 40
128
29
EXTERIOR INTERIOR
EXTERIOR
INTERIOR
=
m
40
30 31 32 33 34
40
VERTICAL CROSS SECTION
n
Shown w/ ADA threshold
36
n a
/�l
37
38
EI
n
_o
E
N
E
o�
•. .
'^
12w
°
°
e •°
°
O °
d
e e a
?�
nh
a
N
NPQ
4
VERTICAL CROSS SECTION
"C
N
d Out confirguration VERTICAL CROSS SECTION
o 0
6 Inswing configurofion
am 02116112
Sale N.T.S. 0
M. ft JK m'
CHc Dr. LFS ;
DMMG No.: p
m
FL-15210.1 0
SHm 6 or 12 N
E � MAX.
m F 1.25'
MIN.
E
t
F](IERIOR f INTERIOR
5 VERTICAL CROSS SECTION
7 5hown Direct to Masonry
Outswing only w/ 4-9/16'jamb
R
1 HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION
7 Shown Direct to Masonry Shown Direct to Masonry.
OuWng only w/4-9/16'jomb Outswing only w/4-9/16'jamb
�m m MAX
I
/'66 VERTICAL CROSS SECTION
Outswing only w/ 6.9/Ibjamb
F1MB. I1YP.)
3�\ HORIZONTAL CROSS SECTION
Shown Direct to Masonry
Outswing only w/ 6-9/16'jamb
NTERIOF
E%TERIO
s
0
o
io
S"o
ovyv�r
„ vYr-
�
LL0
�
Ny
a=Z
p IO
1=
O
� W
"•'°' I"`'r scue N.T.S. °
HORIZONTAL CROSS SECTION -- On JK m
7 Shown Direct to Masonry. cm en LFS
Outswing only w/6-9/16jamb ownxc xa: p
FL-15210.1 0
sxm 7 or 12
q
k
s
_�_S•y� g' L{ VI
_ tl a ggJ-U_✓1
��•' •UJ`\ �LPMr
p Z0 p%ZU
p
f_ rW m !� p � e' WY 06LLLL
4 ° O
,L E<z
p 2XBUCK
o v a
$ IX BUCK G
0 0 n
p DIRECTTO
Q n MASONRY
U zo 0
!E 21T' 23 a
a� 8
2%BUCK
eHOPPEMULIIPOIMLOCKSE7 25 0
p m H690003Paint'Tongv." ^ IX BUCK G
DIRECTTO M a s
E t MASONRY
UU
--I 17 F-- 2X BUCK 58 e E2
I na
O 1X BUCK G m ^o ^o
DIRECTTO rn
22
MASONRY M 23 w w o
r O� i
STRIKE JAMB
01TL 02116112
O srue N.T.S. _
owc en JK m
MULDPOINT STRIKE PLATE ulc er: LFS 3
/1LITCH AND DEADBOLTSTRIKE PLATE25 uwnxc No °
TonOue Mtem NGUE GEAR SYSTEM FL-15270.1 ='
MANUAL RAISED TOW
sxm 8 a 12
= 2•,� a o ;� � n
7 Ne)�j z° QijIJO�
' �• ••..... .. •Sf D Y N ✓1
tt\``\ m
UN:
55 fiN o oz j
�l. V o E zm co
�Ch & 9o0a
" om a`a�
1 °1a
Fi i� o
0
® o�n
O W
o n
O 0
O
a
YYY
mUU
4l
® 57 & N
p N
60 W W O
FO4--,
o2XBUCK 58IX BUCK GDIRECT TO MMASONRY u
wm 02116112 i
wu: N.T.S. °
owa a*: JK m
ENDURATRILE4NIUM3000 STRIKE JAMB DETAIL LFS ;
3 pl. Lock
FL—T52I0.1 n
MW 9 OF 12
(Tyr.)
-------------------
TYP. HEAD `I
& JAMBS
MASONRY _
OPENING
d
—O
BUCKANCHORING
CONCRE MCHORNOM,
1. ccrc fe mnc-or fvns of the corners maybe ao-NsfetllomoAloN the nJn.
etlg.oalance to madar]oinh
2 C.n.t. m:chor lacy rwfetl as MA%. ON CEN must be adl:aled to
mminfam Memin etlgo dd... fomortaffmntf. oddtliomf concrele onchos
maybereaubed to emare the MAX. ONCEME &nermon..texceetletl.
3. Conomleanchortoble:
ANCHOR
ANCHOR
MIN.''-,
MIMCLEARANCE
MIN.CLEARANCE
IYPE
SIZE
EMBEDMENT
TOMASONRY
TOADJACENF-
EDGE
ANCHOR-:.
iW
1/r
ULTRACON
""
1.1
AS SHOWN
TAPCONm
.WOOD SCREW INSTAUAIION NOTE$:
Malnfain amsr =51X• aedkfance. I'endr f..,& 1'oc.spacingmf
wamtlsvews to P'evenllheiPGfttng mlwoad.
49l16'JAMB
4�91167 JAMBT
DIRECT TO MASONRY JAMB(TYP.)
P
p�R�4TTs *
..
(SEE SHEET 71
`
�"C,%....••.
nP
i�
obi ri
S64'n
)
; *
ge
�? i
C: \OWN m
I_
/
......
,,JJFJT
z:un
o%
*
o m o
m nu
SEE HINGE
L 2X BUCK
10
�• u « •:
a
DETAIL (nP.)
G IX BUCK
('�
o
'e Em z m n
DIRECTTO
S e i m
MASONRY
MASONRY
OPENING
TYP. HEAD
E `z
B
&JAMBS
(yam
$ S. V ,
FRAME
i
49/16" JAMB
ci
- o
o
=o
2X BUCK
M
6-9/16"JAMB N
=
DIRECTTO
�+
MASONRY
a�
JAMB
o z
(SEESHHET 7 EET 7)
o
m
L
a
m
ADASILL
>;m
_ ONLY _
UU
nor
STRIKEJAMB
•
a •
FRAMEANCHORING
HINGEJAMB
NN
N
Masonry conshgction
ici
O�
DIRECTTO
DIRECTTO
MASONRY M
DIR TO
as
_
M MASONRY
ONRY M
>>
28
CK
G IX BL"
IX BUCK G
q
IX BUCK G
=
2XBUCK )•
q
N m
Q
2X BUCK 58
58 2X BUCK
2X BUCK L
n n
It
11
N^z
[
IX BUCK 11
DIRECTTO
02116112
M MASONRY 11 11
DIRECTTO it
p
N.T.S.
MASONRY
G IXBUCK
axn er: JK 6
27
582XBUCK
nocar: LFS
wuMG fm_
LATCH&
DEADBOLTDETAIL
HINGE DETAIL
HINGE DETAIL
FL— 15210.1
Inswing
Outswing
I
EsrtET 10 or 12 C
no m
2' I o .Si °q• Jun
y, om
ZP
� O
�RPlIBER JAMB VQ` ne cOSWING DRESHOID OWNG IHRHOI
P(GD$) Cd6mD) POaLtYpfa N m J9om° ni Y man
9a �
y 4.68' a
T
rl OTWING iHRESHOID
D P IGOSH)
�\ OUI6WING DIRESHOID
CMb',N.(575)
r-..1� m'MEN 7
ODISWING THRESHOLD
33 DMus (i-5e4es�
INSWING iHRESNOLD
36 Eaeurc (Isms:I
3B INS WING DIRESHOLD
Cdumb.
INSWING IHRESHOID
37 DLP (acs)
1- 456" -I
�I
F F-- 2.36" -- 1-- 2.2'
2 WOOD JAMB
DS2'
2 TIHERSHiII
aFo ce
I-4S6°
El
YS ADA FHRESHOLD
DIP
6E;
i
w
0
a
U
FL-15210.1
A. ••.........
.% S
*
7 i
pp
V
Nj0y0 m
•Agg j�un
$i=_z�f
4;yOZ yN5�
�l ZLN^
onmi
UN..
5.m.id
`an
a'" SRC
mna�
9 4
6 i
E `
O Jn V
rc
do
0
o
a
w
n�
�
o
o
�
q2
y
d
�m
o
a
a
m
N
O
L+
4
t
o
U
UU
na
N N
00
V N
oR
kk
�o
^�
NO6
nqo
N^Z
mm 02116112
i
sr/.IE N.T.S.
°
JK
m
LFS
3
OMWWO N0.:
FL-15210.1
n'
"
O
sxm 12 or 12
"
BILL OF MATERIALS
IIFMR
UESCRIPIION
MARRIAL
A
1X BUCK SG>=0.55
WOOD
B
2X BUCK SG>=0.55
WOOD
C
I/4"MAX. SHIM SPACE
-
D
I/4"X2-3/4"PFH ELCO ORITW CONCRETESCREW
STEEL
E
MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI
3010R HOLLOW BLOCK CONFORMING TO ASTM C90
CONCRETE
G
3/16"x3-1 /4"PFH ITW CONCRETE SCREW
STEEL
I
I {4" X 1-3/4'"PFH ELCO OR ITW CONCRETE SCREW
STEEL
J
1/4"X3-3/4"PFH ELCO ORITW CONCRETE SCREW
STEEL
K
1!4"X2-1/4"ffW CONCRETE SCREW
STEEL
L
#lOX2-1/2"PFH WOOD SCREW (I.15"MIN. EMBEDMENT)
STEEL
M
3/16"X2-1/4"UW CONCRETE SCREW
STEEL
N
3/16"X2J/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
6
DOOR BOTTOM SWEEP
VINYL
9
4" X 4"BUTT HINGE
STEEL
I1
#9 X 3/4" PFH WOOD SCREW
STEEL
22
3 POINT'TONGUE" MULTIPOINT LOCKSET
(Mfg. BY HOPPE)
STEEL
23
MULTIPOINIT
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
#IOX I-1/2'PFH SCREW
STEEL
57
BACKING PLATE
STEEL
58
#8 X 2" PFH WS
STEEL
60
MULTIPOINT STRIKE PLATE
STEEL
62
ENDURA TRILENNIUM 3000 LOCK ASSEMBLY
STEEL