HomeMy WebLinkAboutAPPROVED FL17184_R8_II_(c) Inst 17184.1 plastpro outswing doors installationplastpro
5200 W. CENTURY BLVD.
LOS ANGELES, CA 90045
GLAZED FIBERGLASS SINGLE DOOR
w/ or w/ovf SIDELITES
INSWING/ OUTSWING
'IMPACT"
GENERAL NOTES
This product has been evaluated and is in compliance with the 7th Edition
(2020) 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 borne 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 "D" and includes
Wind Zone 4 as defined in ASTM El996 and FBC Sections 1609.1.2.2 &
R301.2.1.2.1.
4. For 2x stud framing construction, anchoring of these units shall be the same
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.
TABLE OF CONTENTS
SHEET#
DESCRIPTION
1
Typical elevations, design pressures & general notes
2
Door panel details and glazing detail
3
Sidelite panel details and glazing detail
4
Elevations
5
Horizontal cross sections
6
Vertical cross sections
7
Vertical cross sections
8
Buck anchoring
9
Frame anchoring
10
Hardware details
11
Bill of materials and components
115.0" MAX. OVERALL FRAME WIDTH -
37.5" MAX.
37.25" MAX.
OVERALL
FRAME WIDTH
FRAME WIDTH
1.50"
I =
i w
Z � Z
LE
O
X
O
z
o' p
`O
LU
O
Lq
10
01
L�j
OXO
0 ul�
OX
LUU
XO
CONFIGURATION
MAX.
FRAME
DIMENSION
MAX. SIDELITE
D.L.O.
DIMENSION
DESIGN PRESSURE (PSF)
INSWING
DESIGN PRESSURE (PSF)
OUTSWING
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
X
37.5" X 98.0"
20.5" X 78.25"
+50.0
-50.0
+50.0
-50.0
OX/XO
76.25" X 98.0"
20.5" X 78.25"
+50.0
-50.0
+50.0
-50.0
OXO
115.0" X 98.0"
20.5" X 78.25"
+50.0
-50.0
+50.0
-50.0
v �
0
CD
O o O t
a M
It
L:
O
0 C Z
' 0 Cw
Q o JJ d
0,
m
LL
0
•�' Z
co
0 O N
O
Z 0 Z
5 O O a
m n: n. LL
zP3
0 0
WZ
0 J
ZC�
CDZ
OrNin
J
W
Q�
W
o:
N
W cri
m
W
of
z:)U
O
W
F
Q
CL
o_
a
w
Q
0
DATE: 02121112
SCALE: N. T. S.
DWG. BY: ,f K
CHK. BY: LFS
DRAWING NO.:
FL-17184.1
SHEET 1 OF 11
U
z
U)
z
Ln
z
D
U
L7
z
0
J
m
3
It
N
0
N
O
J
LL
N
O
co
0I
0
O
n
1.22"
Lox -IN
nu
HARDWARE CHART
MANUFACTURER
MODEL
LOCK:
SIGNATURE SERIES
KWIKSET
DEADBOLT.
SIGNATURE SERIES (780)
LOCK:
YH COLLECTION
YALE
DEADBOLT:
YH COLLECTION (80 SERIES)
SCHLAGE
KNOB:
"F" SERIES (F10)
DEADBOLT:
"B" SERIES (B60/62)
0
w
W
z
De
O
O
X
¢
N
O�
35.75" MAX.
DOOR
PANEL WIDTH
40 DOOR PANEL
=
C�
WLU
U
O
<C
ci
O
>¢
IRDWARE
<
RT
N
N
OD
CV
Lei]
1 HORIZONTAL CROSS SECTION
2
STRUCTURAL SILICINE (DOW 995)
24.22" MAX. NON STRUCTURAL SEALANT
FRAME WIDTH
20.5" MAX.
D.L.O. WIDTH
(i r r.)
ODL LITE FRAME
#7-19 X 1-3/4" PPH _
SELF DRILLING SMS
q STRUCTURAL SEALANT
wl
r 1.75" 1
TOP RAIL
(COMP.)
FOAM COI
(POLYURETHANI
1.9 PCF MIP
5/8" GLASS BITE
EXT.
1" OVERALL GLASS THK.
1 /8" ANNEALED GLASS
��— 0.090"SAFLEXOPVB
INTERLAYER
1 /8" ANNEALED GLASS
AIRSPACE
' 1 /8" TEMPERED GLASS
3 INT.
G1 GLAZING DETAtL
h h
04
0.063"
Ut-AA-�QDL LITE FRAME
(Alum.)
ALUMINUM SPACER
INTERIOR
FIBERGLASS SKIN
(0.075" THICK)
BOTTOM RAIL
(COMP.)
M
2 VERTICAL CROSS SECTION
2
%� rn
to
U M
u . <=Z r
C Z arnto
A .: ®.: H ---
0"n,
to
z C;
mi, U N •• q
v:o Z o z X
aErn p in m
o tcno 5 c
a m aa�
8 a
`o cz
c Lj
a:
0 �''a
�Q
�o
a
c�
M WN
W ng
V)
QCr o
0
0 0n Q
d
m
a
bmF
E: 02/21/12
LE: N.T.S.
BY: JK
BY: LFS
WING NO.:
FL-17184.1
ET 2 OF 11
u■
n■
1.22'
STILE
(COMP.)
35.75" MAX.
- DOOR
PANEL WIDTH
giggamyg
STILE REINFORCEMENT
(WOOD)
EXTERIOR
1 HORIZONTAL CROSS SECTION
3
24.22" MAX.
FRAME WIDTH
[_ 20.5" MAX.
D.L.O. WIDTH
T-
C7 �
u, _
W
�
U
U
Q o
O X
i
N co
co I
ODL LITE FRAME
[0-IN
STRUCTURAL SILICINE (DOW 995)
NON STRUCTURAL SEALANT
HIV14
STILE
(COMP.)
STILE REINFORCEMENT
(WOOD)
5/8" GLASS BITE
EXT.
r 1.75"
TOP RAIL
(COMP.)
FOAM CORE
(POLYURETHANE -
1.9 PCF MIN.)
1" OVERALL GLASS THK.
1 ( 1 /8" ANNEALED GLASS
0.090"SAFLEX®PVB
INTERLAYER
1 /8" ANNEALED GLASS
AIR SPACE
1 /8" TEMPERED GLASS
#7-19 X 1-3/4" PPH ALUMINUM SPACER
SELF DRILLING SMS 3A INT.
NON STRUCTURAL SEALANT
�� GLAZING DETAI!
FIBERGLASS SKIN
I--1 86' 1 (0.075" THICK)
0.063"
Ut-AA-)ODL LITE FRAME
(Alum.)
INTERIOR
BOTTOM RAIL
(COMP.)
A.
in
®• �►'' to
= Ri
i01% Z �;C pi ��rn
ao
Q,`
in
Z o
V N 41
-
v c� oZ�
2 o Lp J inc W
a inM = otm
N.°� 4 M 0- a. t,
"c CoZ
� o 3 o.
0 U A
wrr!nU-% n
Z VERTICAL CROSS SECTION
3
J J
o0
z�
Q
M
Q
�WEnW
Q_m
�`
�
JDp
►_
w
0
_Co
o
�
x
a
a_
a
0 eIQI�I°�°
Qpni
DATE. 02121112
SCALE: N.T.S.
DWG. BY: JK
CHK. BY: LFS
DRAWING NO.:
FL-17184.1
SHEET 3 of 11
ELEVATION (X)
ELEVATION (XO — OX) ELEVATION (OXO)
F/
t�"i
��!II rn
to
0 ;� — rn to
o 41 0 m
Z
)� Z o00
O M S
0 04 •• m
41 O .cn
O X C Z 0
o E� O m 0
IX t0 J c W
a tn� °rm
ma:a�
0 CZ
'00 ,,, >
V CW
0 J1j'n.
O
Z
0 ( O
ag m
gw W w
nm a
�- x
0
o CK
a ¢
a a
J V V
10 m
D_ ^ F
Z , 4
Z W W
oc, FL- FT-
O (o U)
� O O
W
cr 0
O n. 0-
C) O O
DATE 02121112
SCALE: N.T.S.
DWG. BY: JK
CHK. BY: LFS
DRAWING NO.:
FL— 17184.1
U
z
N
F-
z
F
J
D
01
z
0
U
t9
z
0
m
3
0
0
N
1-1/4" MIN.
EMB. (TYP.)
-o
°
Da
a
�
A
u
a G
A
a
�
o
�
J
i e
�
D
� e
D.
J
N �
D
C
N
A
e
i
� e
n
M) (27
40)INTERIOR
1 20
.15" 2
C-SINK
(TYP.)
v -
1 HORIZONTAL CROSS SECTION
§ Outswing shown - inswing also approved
NOTE:
1. Spacing for item K: 6' from ends
and 8 more equally spaced along
sidelite (10 total).
EMB. (TYP.)
EXTERIOR (88) (M) (27
SEE NOTE 1( K
11911114,041191
60 EXTERIOR (q n (K
IE
K SEE NOTE 1 40
7
INTERIOR 8
J 21 20
0.15"
�21 20 CSINK(TYj C
4 HORIZONTAL CROSS SECTION
5 Outswing shown - inswing also approved
Shown w/1 X sub -buck
v
2 HORIZONTAL CROSS SECTION
5 Outswing shown - inswing also approved
Shown with 2X reinforcement
40
EXTERIOR
1-1/4" MIN.
EMB. (TYP.)
5 HORIZONTAL CROSS SECTION
5 Outswing shown - inswing also approved
3 HORIZONTAL CROSS SECTION
5 Outswing shown - inswing also approved
Shown with 2X reinforcement
o
z
z 0
Q O
~
w
C:CO
Q
U
U
�
o
0
ate.
E: 02/21/12
z
c
LE: N.T.S. -
�. BY: JK
BY: LFS 3
WING NO.: a
FL-17184.1
Fr 5 of 11
5
M�
M�
M�
IRA
n . �.
T
'w
Cit7
INTERIOR
VERTICAL CROSS SECTION
Outswing shown - inswing also approved
30
�kN
b
Fu u
I
• .• 'e d.
a a e
d a
• e •, e'a n a• ..
43
e
3 VERTICAL CROSS SECTION
6 Inswing configuration
z n_
Ci
7W
. 0.
5 VERTICAL CROSS SECTION
6 Shown w/ ADA threshold
INTERIOR
6 VERTICAL CROSS SECTION
6 Shown w/ O.S. ADA bump threshold
zCL:
i�
�w
�0-
Ca
o0
w
to
�g�zz 6,
��V
M
��.±•W
'Q
Z _n
Z
LL rn
/ ��• •
: !�
� �.
z V0;
O M r
U N
O
p F=m
O Z
m 0
d p, Lp J C W
0 ItQ m a Q.
�� maam
44 a o
oZ
C c 4i
Q 0 Ja
A C
Ci
Q)
O
i Uj
(i
(30
20 21
CO
WWm
a2
¢
8
'�-
`¢n v
EXTERIOR INTERIOR
it
o
O
2 VERTICAL CROSS SECTION
a
a
101121�11_!Hm
6 Outswing shown - inswing also approved
Shown w/ 1 X sub -buck
N
31
EXTERIOR
m
e• , a� a a• e .
v d •.e'
u d e,
4 VERTICAL CROSS SECTION
6 Outswing configuration
DATE: 02121112
SCALE: N.T.S.
DWG. BY: JK
CHK. BY: LFS
DRAWING NO.:
FL-17184.1
SHEu 6 OF 11
3
N
0
N
"M
o=
M�
SEE NOTE 1
1 VERTICAL CROSS SECTION
7 Outswing shown - inswing also approved
INTERIOR •'r
29
D _ ]L
Es Z Cj:
CU
34
'. d A ,.
3 VERTICAL CROSS SECTION
7 Inswing configuration
z d
Cd
�W
' w
z a_
Cd
UJ
NOTE
1. Spacing for item K: 6' from each end
and at centerline (3 total).
INTERIOR
SEE NOTE 1
4 VERTICAL CROSS SECTION
7 Outswing configuration
SI
to
%rn
11a tO
G7 cet� T � <' LLM to
_j h
•. Z • .`. f�- O 0) 00
` Z O of 0)
'- 0
I� .• •• .�'��` J 0 t0 O
mT U N
0 rn
_ v Z 0 Z fY
Z a. N p Lp O m C W
Na tn') 0 �rm
maaa
m caw .
U o c
w ° =Z
� V W
o° Ja
2 VERTICAL CROSS SECTION
7 Outswing shown - inswing also approved
Shown w/1 X sub -buck
INTERIOR . C.
SEE NOTE I
Ui
D
5 VERTICAL CROSS SECTION
7 Outswing configuration
U O
O
¢C)
ag
M
wcn
a_
ag. m_
a
o
a
W
a
a
a
LU
LML
0
N
`0-0
N•'Z C4q
W Z W W
K G in
3
o�oo
Q�¢Q
oo: r�0
o. o a a.
:3 U Z) :D
DATE: 02121112
SCALE: N.T.S.
DWG. BY: JK
CHK. BY: LFS
DRAWING NO.:
FL— 17184.1
sHEu 7 OF 11
0
z
N
F
z
F
J
m
z
C1
U
C�
z
0
J
m
3
N
U
N
M
�I
11
3
0
0
�I
M
LL-
.r (�....1 O Z .. O) M
.. •mow®.. C;
'''���• '•....`�`` 1Z
„ •• \ :3 r
(TYP-) (TYP.)'/��L�* • �� ���\ 0 Cn N
4"
(TYP.) TYP. (TYP.) 8" 4" v z o Z 0
(TYP.) (TYP.) o E rn
r
i C] U -J 25 m N
O Q
ate. �,�+ ' • N0- m n.d�
— W -
C; .�
II II II m C 6
II :..? II II E vZ
a- I I I I p CL: o C Li
D TYP. HEAD 11 I I
I I I I I I TYP. HEAD
MASONRY TYP. HEAD MASONRY I I &JAMBS MASONRY I I I I & JAMBS
OPENING & JAMBS OPENING I 1
OPENING I I ( i
II II II O:
11 II II zo
I
2X BUCK 2X BUCK 2X REINFORCEMENT (
SHOWN FOR REF. I 2X BUCK I 1 ►-g m Z
ONLY I I I ( 2X REINFORCEMENT W
(I SHOWN FOR REF. I I am �
II 11 ONLY II a m
II � II II o>< CLo X tr,U`" II II ;�,U a a
_ v it it
O II �o II II 0 o»m
II .. II II
it II II UUJ
II II II mm�m
..°' `. Nopoo
c, • fe • ..• N .N,N. U?
BUCK ANCHORING BUCK ANCHORING BUCK ANCHORING d C3 w w o
X OX/XO OXO w z in
h t0 In �
U W
CONCRETE ANCHOR NOTES:
1. Concrete anchor locations at the comers may be adjusted to maintain the min.
o.oaa
edge distance to mortar joints.
2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to
maintain the min. edge distance to mortar joints, additional concrete anchors ,n N N
may be required to ensure the "MAX. ON CENTER" dimension are not exceeded. �- "N p
3. Concrete anchor table: o
ANCHOR
ANCHOR
MIN.
MfN. CLEARANCE
MIN. CLEARANCE.
TYPE
SIZE
::.EMBEDMENT,
TQ MASONRY
TO ADJACENT _
;EDGE
ANCHOR
ITW ®
1/4„
1-1/4„
2„
4„
TAPCON
DeWALT
1/4"
1-1/4"
1"
4„
ULTRACON+
WOOD SCREW INSTALLATION NOTES:
1. Maintain a minimum 518"edge distance, I"end distance, & I"o.c. spacing of
wood screws to prevent the splitting of wood.
0
E:02121112
LE: N.T.S.
BY. JK
:. BY. LFS
WING NO.:
FL- 17184.1
Er 8 OF 11
U
Z
N
F-
z
J
J
7
Q7
z
U
❑
z
0
m
3
N
0
N
MASONRY
OPENING
FRAME
6' (TYP.)
I 2X BUCK
J I BUCK
TYP. HEAD
& JAMBS
TYP. @ SILL
N
F
r •.
i •r .
FRAME ANCHORING
X
MASONRY
OPENING
FRAME
FX1
CONCRETE ANCHOR NOTES:
1. Concrete anchor locations at the comers may be adjusted to maintain the min.
edge distance to mortar joints.
2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to
maintain the min. edge distance to mortar joints, additional concrete anchors
may be required to ensure the "MAX. ON CENTER" dimension are not exceeded.
3. Concrete anchor table:
ANCHOR
ANCHOR
MIN.
M1N. CLEARANCE
MIN. CLEARANCE
TYPE
SIZE
EMBEDMENT,TO
MASONRY
TO ADJACENT:.
EDGE
ANCHOR
ITW ®
1/4"
1-1/4"
2"
4"
TAPCON
DeWALT ®
1 4'
/
1-1/4"
1"
4"
ULTRACON+
1TW ®
3/16"
1-1/4"
3"
1-1/2"
TAPCON
WOOD SCREW INSTALLA77ON NOTES:
1. Maintain a minimum 518"edge distance, 1"end distance, & 1"o.c. spacing of
wood screws to prevent the splitting of wood.
D
v
MULLION
3" (TYP.)
T' (TYP.)
6" (TYP.) —1
gIL2X BUCK ro MASONRY
BUCK OPENING
TYP. Q — '17 HEAD AND FRAME
FRAME ANCHORING
XX
v
�O
MI
i� rrr in
� b
ti =:'•' •'• i to
a+ D-a)M
Z 0 I- o rn ro
C �` U_�rn
r •1•• f QZ L Lo
MULLION i�i,`' -*' - • �`�;`�� z
3" (TYP.) 6" (TYP.) 0 N41 ._
)lcO CO,T' (TYP.) o o z O
N O L p m C w
FRAME ANCHORING
OXO
_
11q Na
a J
fnM �rm
�r m aa�
cfl
V t, C
E oo
o c vi%
10
LQ U
:!O
UO
ZO
0
ag
to
gw
ELM
U
0
0
0
a
a
z
0
M Z
m .Q
W W
V g
a
a
0
a
DATE 02121112
Scmz- N.T.S.
DWG. BY: JK
CHK. BY: LFS
DRAWING NO.:
FL-17184.1
sHEr 9 OF 11
4
IF
i
STRIKE JAMB
HINGE JAMB
10
N
10
N
LATCH & DEADBOLT DETAIL
1 X BUCK
2X BUCK
I BUCK
2X BUCK
I•11.\rw7 ltiirlT I!
�.
..........
Zo
�—`� W
O=w E W
m Q
tY w
ogm a
U 0
O O
O p
a a
OIm
DATE 02/21/12
scAlE: N.T.S.
DWG. BY: JK
CHK. BY: LFS
DRAWING NO.:
FL- 17184.1
SHEET 10 OF 11
BILL OF MATERIALS
ITEM #
DESCRIPTION
MATERIAL
A
1 X BUCK (SG >= 0.42)
WOOD
B
2X BUCK (SG >= 0.42)
WOOD
C
1 /4" MAX. SHIM SPACE
-
D
1 /4' X 2-3/4" DeWALT 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 DeWALT OR ITW CONCRETE SCREW
STEEL
G
3/16" X 3-1 /4" PFH ITW CONCRETE SCREW
STEEL
H
1 /4' x 3-1 /4" PFH DeWALT OR ITW CONCRETE SCREW
STEEL
J
1 /4" X 3-3/4" PFH DeWALT 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 DeWALT OR ITW CONCRETE SCREW
STEEL
7
FORCE 5 WEATHERSTRIP (ENDURA)
FOAM
8
COMPRESSION WEATHERSTRIP QLON 650 (SCHLEGEL)
FOAM
9
4" X 4" BUTT HINGE
STEEL
10
#9 X 1" PFH WOOD SCREW
STEEL
11
#9 X 3/4' 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
SIDELITE 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 SIDELITE PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS
-
88
2X REINFORCEMENT (CLEAR PINE: SG >= 0.49)
WOOD
4.56"
cV 2.36" - f-`-- 2.2" *-
2U HEAD & SIDE
Jamb
4.56' a
0 2.12- —►
LO
CN
T�l
h 2.44"
2 HEAD &SIDE
Poly flberjamb
LO
4.56' cli
31 OUTSWINGTHHRESHOLD
QOSH
32 ADA SILL
ISHC
L
0 5 N
0
1-41 OUTSWING ADA BUMP THRESHOLD
OSHC
rn
u �<=Z
C :�: u-rnM
4 ;:®: ornao
• �� Z U
:yGJ` q •Lumi
Z
Z Ci a0
mT U N q ••
ooZ°0
O CL m V J ino d
cv a to M M � .c pp
.� m n. a Is-
to LL
o ® CZ
U C:
--dzco° n
SIDELITE SPACER 29 rn ISSLB � --�
cjc)
zo ww
�- z
�� } �a
J
nw vwi 00
a.m
0
— 4.56' cq m
o
CL a
W
m m
33 INSWINGco
THRESHOLD `` ►co
ISCS N niz
N N
W Z W
ccPL
o to
4.62" cq o to
N - r
34 SIDEWE THRESHOLD
ISH/ EIS
I DATE: 02121112 1
SCALE: N.T.S.
DWG. BY: X
CHK. BY: LFS
DRAWING NO.:
FL-17184.1
w