HomeMy WebLinkAboutProducts Review; Glazed Fiberglass Double Door (Impact)plastpro
5200 W. CENTURY BLVD.
LOS ANGELES, CA 90045
GLAZED FIBERGLASS DOUBLE DOOR
w/ or w/out SIDELITES
INSWING/ OUTSWING
"IMPACT"
GENERAL NOTES
1. 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 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 "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
SHEETR
DESCRIPTION
1
Typical elevations, design pressures & general notes
2
Door panel details and glazing detail
3
Sidelite panel details and glaring detail
4
Elevations
5
Horrzontal cross sections
6
Vertical cross sections
7
Vertical cross sections
8
Buck anchoring
9
Frame anchoring
10
Astragal details
11
Bill of materials and components
RECEIVED
JUL 01 Z021
St. Dude County
Perm(tNng
nx Ix
-.11
XX
151.5' MAX. O.A. FRAME WIDTH
37.25" MAX. 74 0" MAX. FRAME WIDTH
FRAME WIDTH 5-
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CONFIGURATION
MAX.
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DIMENSION
MAX. SIDELITE
D.L.O.
DIMENSION
DESIGN PRESSURE (PSF)
INSWING
DESIGN PRESSURE (PSF)
OUTSINING
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
XX
7N' X 98.0"
20.5" X 78.25"
+45.0
-45.0
+45.0
-45.0
OXXO
151.5" X 98.9'
20.5" X 78.25"
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ORAWMO NO.:
FL-17184.2
SHEET _L OF 11
1 2T 0.81"
GI-
1.19" EXTERIOR
STILE INTERIOR
(COMP.) LOCK BLOCK
STILE REINFORCEMENT (2(r LONG WOOD)
(WOOD)
HORIZONTAL CROSS SECTION
KWIKSET
LOCK SIGNATURE SERIES
DEADBOLT: SIGNATURE SERIES (780)
YALE
LOCK: YH COLLECHON
DEADBOLP YH COUEC110N (80 SERREQ
SCHLAGE
KNOB: °F"SERIES(FIO)
DEADBOLT: WSERIES(B60/62)
35.75' MAX.
DOOR
PANEL WIDTH
40 DOOR PANEL
LkI
STILE
(COMP.)
STILE REINFORCEMENT
(WOOD)
TOP RAIL i
(COMP.)
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STRUCTURAL SIUCINE (DOW 995)
24.2T MAX. NON STRUCTURAL SEALANT —
FRAME WIDTH
20.5' MAX.
FD.L.O. WIDTH
51W GLASS BITE
EXT.
1" OVERALL GLASS THK.
1 /8" ANNEALED GLASS
0.090" SAFLEX®PVB
INTERLAYER
1/8'ANNEALED GLASS INTERIOR
1 AIR SPACE
1/8'TEMPERED GLASS
EXTERIOR
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5/8° GLASS BITE
FRAME WIDTH
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rD.L.O. WIDTH
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BOTTOM RAIL SME, N.T.S.
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DRAWING NO.:
FL-17184.2
sir 4 ov 11 I
KIIIIIIIIIIIIIIII
NOTE:
1. Spacing for item K: 8 from ends
and 8 more equally spaced along
sidelite (10total).
r-ter EMB. (iYP.)
EXTERIOR
EXTERIOR
K SEE NOTE 1
INTERIOR
21 20
15'
C-SINK
L (TYP,)
K-I'*'\ HORIZONTAL CROSS SECTION
J Outswing shown - inswing also approved
EXTERIOR 60
SEE NOTE 1 K
INTERIOR ;.
20 21 C A 1-1/47MIN.
EMB. (iYP.)
41 HORIZONTAL CROSS SECTON
S SOho=wnnw/1X wn—Inskngalsoapproved
r2'� HORIZONTAL CROSS SECTION
$ Outswing shown - Inswing also approved
Shown with 2X reinforcement
EVE
INTE
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$ Outswing shown - Inswing also approved
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FL-17184.2 0
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EXTERIOR KW_ INTERIOR
�] VERTICAL CROSS SECTION
6 Outswing shown - inswing also approved
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3 VERTICAL CROSS SECTION
6 Inswing configuration
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6 Shown w/ ADA threshold
INTERIOR
EXTERIOR
EXTERIOR VZZ/If— ` INTERIOR
2 VERTICAL CROSS SECTION
6 Sown
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INTERIOR
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VERTICAL CROSS SECTION
4_ VERTICAL CROSS SECTION
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6 Shown w/ O.S. ADA bump threshold 6 Outswing configuration
FL-17184.2
sHEEr _L of j
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SEE NOTE 1
20 21
EXTERIOR INTERIOR
1 VERTICAL CROSS SECTION
7 Outswing shown -Inswing also approved
NOTE
1. Spacing for item K: 6" from each end
and at centerline (3 total).
p' e.
A
60 .
SEE NOTE 1 K
EXTERIOR INTERIOR
VERTICAL CROSS SECTION
7 SOhowitnw/iX subinswing
ins ng also approved
INTERIOR EXTERIOR
INTERIOR EXTERIOR
n0 SEE NOTE 1 EE NOTE E I - %%�� EXTERIOR - ! 3 SEE NOTE 1
K
SEE NO
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E F
4.
3 VERTICAL CROSS SECTION
Inswing configuration
4QVERTICAL CROSS SECTION
7 Outswing configuration
VERTICAL CROSS SECTION
7.j Outswing configuration
T
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MASONRY
OPENING
a
s
i
2X BUCK
BUCKANCHORING
XX
5' (TYP.) 4V,
r(� 9.. )T1'P.) epP)) -.4"
T II II II
�, a s`�..� I I l l I I a•
D I I I I I I TYP. HEAD
MASONRY I I I I I I & JAMBS
OPENING I I
II II II
_ II II II
II II it
I I II
2X BUCK 2X REINFORCEMENT ' SHOWN FOR REF. ' I I I
SHOWN FOR REF. I I ONLY I I I I
—ONLY II II II _
II
G
4? ci
r°o 00O
II it II
II II II
II II II
II II II
CONCRETE ANCHOR NOTES:
1. Concrete anchor locations at the comers may be adjusted to mofnfa(n fhe 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 mortarloints, additional concrete anchors
maybe required to ensure the'iIMAX. ON CENTER" dimension are not exceeded.
3. Concrete anchor table:
gNCiiaR
ANCi{OR
N1IN
MIN CLEARANCE
MIN CLEARANCE
7YRE;
THE
EM.............ANG�NOR
TOMASONHY
lOAL/JACE[YT
......... :
........ ...
..
ITW a
TAPCON
1/4°
1.1/4'
7
4"
DeWALT
LIVRACON
1/4'
1.1/4"
1.
4'
WOOD SCREW INSTALLA77ON NOTES:
Ma(nfain a minimum 5/8' ed a ditance 1"end distance. & 1' o.c. soacina of
I. 8
wood screws to prevent the splitting of wood.
0
BUCKANCHORING
OXXO
D. BY. JK
(. ar LFS
NNO NO.:
FL- 17184.2
I OPENING
MUCK
3" (iYP.)
e (TYP
II 1
I I SEE DETAIL 2 "
L 2X BUCK II
- I I
J 1XBUCK II to MASONRY-
TYP, po I I OPENING
HEADAND II
JAMBS II
II�ASTRAGAL FRAME —
SHOWN FOR
II REFERENCE
II ONLY R
TYP. @ SILL U
II �O
N II 2X BUCK-
- F II -
u
11 SEE DETAIL 1
FRAMEANCHORING
XX
CONCRETEANCHOR NOTES:
1. Concrete anchorlocations at the comers may be adjusted to malntaln the min.
edge distance to mortar joints.
2. Concrete anchorlocallons 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:
-
pnlcH9R
ANCHOR
MIN
MIN CLEARANCE.
MiN CCfARANCE
TYPE
SITE
.....
EMBEDMENT
70;MA5r7NRY
TOACiJ}IC,ENi;:
EDGE i:.
::ANCHOR
ffW TAPCON o
1/ 4 "
1-1/4
2
4"
DGWALT
ULTRACON
1/4"
1-1/4"
1.
4"
[Tw a
3/16"
1-114'
3"
1.1/2"
TAPCON
I WOODSCREW INSTALLATION NOTES:
1. Maintain a minlmum 51W edge distance, ?'end distance, & T"o.c. spacing of
wood screws to prevent the splitting of wood.
31 (TYP.) 3" (TYP.)
T' (TYP.) � (�—T' (TYP.) 6" (TYP.) �{
L 2X BUCK SEE DETAIL 2 II
II �
J 1XBUCK - - - - `o
TYP. @ I I
HEAD AND II
JAMBS -
I
II ASTRAGAL
_ II SHOWN FOR
II REFERENCE -
� II ONLY n
II
- _ TYP. II _
Nci
II =r0 v0
TYP. @SILL I I
F TYP. — — N
@SILL
• _ D _ _ F ii /— SEE DETAIL 1
FRAMEANCHORING
1X BUCK H 9 OXXO
2X BUCK K
10 10
G 1XBUCK HINGE DETAIL G MUCK
87 L 2X BUCK
87
L 2X BUCK
0
DETAIL i DETAIL i DETAIL 2
Inswing Outswing Attach astragal throw bolt
strike plate to frame
LATCH & DEAD BOLT DETAIL
ASTRAGAL HINGEJAMB
STRIKE JAMB
N
.gy: azs
z
W
zoo
U N .. e
V 2 Z K
Ee, 9Xma
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Cy S
U
JK
c rx: LFS
W N0 No.:
FL-17184.2
ET 9 OFF
�• t�i �i N
(2) #8 X 1-5/8' PFH °fir g o jam_ M
WOOD SCREWS UPPER BOLT SLEEVE d). " * p?`` 6
(RH5z
NF. POLYMER) ::y
O' Ct�: z m ro
1" 0.
'� mm
60.71 N ti
G=
m
O O z �
ANCHOR SCREW LOCATIONS QI o 9 0` a
d
maa�
cnalmO
N
a' o R
5.5
0
HARDWARE LOCATIONS
(num COVER REMOVED) 2 0
(2) #8 X 1-5/8" PFH f�
0 j J
WOOD SCREWS
rq
L
0
0
a a
1.75" I BOLT RETAINER
GF NYLON
ti
(�9.5" ON NN N
z .... Z
gzPB N
� 300
0.063" SLIDE BOLT ROD W
STEEL
N ^ ^ W
BOLT RETAINERS �
LOWER BOLTSLEEVE o
(RHNF. POLYMER) ALUMINUM A5IRAGAL SLIDE BOLT ROD
�J BY ENDURA PRODUCTS
ALUMINUM °"TE` 02 21 12
ASTRAGAL SckZ N.T.S.
owO. at: JK
ULTIMATE HURRICANE ASTRAGAL
ALUMINUM ASTRAGAL ASSEMBLY DRAWING No.; LFS
FL-17184.2
SHEET 10 OF 11
BILL OF MATERIALS
DEM i
DESCRIPDON
MATERIAL
A
I BUCK (SG>= 0.55)
WOOD
B
2X BUCK (SG >= 0.55)
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
#10X2-1/2"PFHWOOD SCREW (I.IS'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
56
EXTRUDED ALUMINUM "ULTIMATE HURRICANE ASTRAGAL" (ENDURA)
ALUM.
60
SIDELITE PANEL - SEE SIDELITE PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS
87
ASTRAGAL STRIKE PLATE
STEEL
88
2X REINFORCEMENT (CLEAR PINE: SG >= 0.49)
WOOD
1--- 4.56°
I
Z-i
2.W6 2.T
20 HEAD 8 SIDE JAMB
oad
D
I d
2.44" 2.1 &'
41 HEAD d SIDE JAMB
Poly fiber
3
�ZOUTSWING THRESHOLD
QOSH
5"
32 ADA SILL
ISHC
Tn
5' o
T
�\ OUTSWING ADA BUMP THRESHOLD
JO OSHC
i7
o Imo-- 2.17' -�-�
29 SIDELITE SPACER
33 INSWING THRESHOLD
"� ISCS
34
SIDELITE THRESHOLD
ISH/ EIS
I
saw: N.T.S.
OWO. BY; JK
CHK. 6Y: LFS
FL-17184.2
[Er 11 OF 11
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