HomeMy WebLinkAboutProduct Evaluation; Glazed Fiberglass Single Door.P�1'11 Itt
cn plastpro
5200 W. CENTURY BLVD.
LOS ANGELES, CA 90045
GLAZED FIBERGLASS SINGLE DOOR
tl
w/ or w/out SIDELITES
INSWING/ OUTSWING
,IMPACT'
0
5
GENERAL NOTES
1. This product has been evaluated and is in compliance with the 6th Edition
(2017) Florida Bulding 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 1607.1.2 & 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 El99S 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 some
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
DESCRIPTION
Typical elevations, design pressures & general notesDoor
panel details
P
Sidelite panel detals and glazing detalElevations
Horizontal cross sections
Verficalcross secti0ruVert
cal cross sections
B
Buck anchoring
9
Frame anchoring
10
Bill of materials and components
F
� C) 0 0-"�
FI1-� COp�
37.25"MAX.
2AME WIDTH
IIS.0'MAX. OVERALL FRAME WIDTH
37.5" MAX.
OVERALL
FRAME WIDTH
F- 1.50"
'z QS
O
X
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OXO
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CONFIGURATION
MAX.
FRAME
DIMENSION
MAX. SIDELIfE
D.L.O.
DIMENSION
DESIGN PRESSURE (PSI)
INSWING
DESIGN PRESSURE (PSF)
OUTSWING
POSITIVE
I NEGATIVE
POSITIVE
NEGATIVE
X
37.5" X 82.0"
N/A
+50.0
-50.0
+50.0
-50.0
OX/XO
76.25" X 82.0"
20.5" X 62.75"
+50.0
-50.0
+50.0
-50.0
OXO
115.0" X 82.0"
20.5" X 62.75"
+50.0
-50.0
+50.0
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Cellular PVC STILE REINFORCEMENT
LOCK -BLOCK (WOOD)
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LATCH STILE
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(POLYURETHANE-
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1.9 PCF MIN.)
DEADBOLT: SIGNATURE SERIES (78D)
LOCK: YH COLLECTION
c YALE DEADBOLY' YH COLLECHON(so SERIFS)
STRUCTURAL SIUCINE
NON STRUCTURAL
(DOW 995) 5/8" GLASS BITE
SEALANT DCT.
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20.5' MAX.
1/8' ANNEALED GLASS
0 2
D.L.O. WIDTH
AIRSPACE
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#7-19 X 1-3/4" PPH
SELF DRIWNGSMS 3A TNT.
NON STRUCTURAL SEALANT
1/8"TEMPEREDGLASS
ALUMINUM SPACER
INTERIOR
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EXTERIOR
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4.75' I
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BOTTOM RAIL
(COMP.)
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Cellular PVC STILE REINFORCEMENT (LVL) —
SI1LE
REINFORCEMENT HORIZONTAL CROSS SECTION LATCH STILE
(L�) Cellular PVC
3
35.75" DOOR
WIDTH
2427 MAX.
FRAME WIDTH
20.5 MAX.
D.L.O. WIDTH
r—.4TY'
FOAM CORE
(POLYURETHANE -
1.9 PCF MIN.)
5/8" GLASS BITE 4
E(T
1"OVERALL GLASS THK.
1 /8" ANNEALED GLASS
O.D9("SAFLEX8'PVB
INTERLAYER
I/8"ANNEALEDGLASS INTERIOR
I AIR SPACE
1 fir TEMPERED GLASS
#7-19 X 13/4" PPH �� ALUMINUM SPACER
SELF DRILLING SMS $A INT.
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STRUCTURAL SIUCINE (DOW 995)
NON STRUCTURAL SEALANT —
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(Alum.)
FIBERGLASS SKIN
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ELEVATION IX)
ELEVATION IXO - OX)
ELEVATION (OXO)
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DATE 02/21/12
Ste: N.T.S.
DWG. Or: A
CHK. BY. LFS
OHawwO NO.:
FL-17184.9
SHEET L OF 10
MIN.
EMB. (TYP.)
D EXTERIOR
M 27
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7 40
L
g 8
21 20
° C-SINK
e C L PYP'I
E
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1 HORIZONTAL CROSS SECTION
$ Outswing shown - Inswing also approved
D
3 NOTE:
1. Spacing for item K: 6" from ends
8 and 6 more equally spaced along
o sKlelite (8 total).
SEE
II
2 HORIZONTAL CROSS SECTION
5 Outsvring shown - inswing also approved
Shown with 2X reinforcement
INTERIOR
.4 E
60
K
1-IMMIN. A C 21 20
EMB. (TYP.)
�4 HORIZONTAL CROSS SECTION
Outswing shown - inswing also approved
Shown w/1 X sub -buck
EXTERIOR
INTERIOR
EXTERIOR
NOTE 1
INTERIOR
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21 20
CSINK (► L D
(TYP.) C
1-1/4" MIN.
EMB. (TYP.)
5 HORIZONTAL CROSS SECTION
5 Outswingshown - Inswing also approved
3 HORIZONTAL CROSS SEC77ON
5 Shown with A reinforcemeno approved
u: N.T.S.
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.WING NO.: rt
FL-17184.9
sr 5 of 10
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EXTERIOR INTERIOR
1 VERTICAL CROSS SECTION
6 Outswing shown - inswing also approved
/-LJ.\ a
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..d.
3 VERTICAL CROSS SECTION
6 Inswing configuration
EXTERIOR
INTERIOR
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5 VERTICAL CROSS SECTION
6 Shown w/ ADA threshold
INTERIOR EXTERIOR
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2 VERTICAL CROSS SECTION
6 SOho�wnng sh sub buinswing also approved
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6 Shown w/ O.S. ADA bump threshold
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6 Outsw ng configuration DPAWINc No_ a
FL-17184.9 "
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SHEET 6 OF 10 N
SEE NOTE 1
20 21 o U �
§ EXTERIOR INTERIOR
1 VERTICAL CROSS SECTION
5 7 Oufswing shown - inswing atso approved
INTERIOR
EXTERIOR
K ] SEE NOTE 1
3 VERTICAL CROSS SECTION
s 7 Inswing configuration
6
NOTE
1. Spacing for flem K: efrom each end
and at centerrne (3 total).
INTERIOR
SEE NOTE I
e � . p >
p .o
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A I
60
SEE NOTE I K
EXTERIOR INTERIOR
2 VERTICAL CROSS SECTION
7 SOhown w/1h wn-k inswing also approved
EXTERIOR
4 VERTICAL CROSS SECTION
7 OufsMng configuration
INTERIOR
EXTERIOR
.-.SEE NOTE 1
S VERTICAL CROSS SECTION
7 Outswing configuration
L: N.T.S.
BY.. JK
BY. LFS 3
WIM NO.:
R
FL-17184.9
Er 7 OF 10 e
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MASONRY TYP. HEAD
OPENING & JAMBS
2XBUCKj
BUCK ANCHORING
X
MASONRY
OPENING
2X BUCK —
Q
C;
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 ocjrusted to
maintain the min. edge distance to mortarjoints, additional concrete anchors
may be required to ensure the ?AAX ON CENTER" dimension are not exceeded.
3. Concrete anchor table:
. ... ........
..........
... . .. .
fdlN tiAt;ANC>
MIN_ CLEARANCE
..........
............... RY ............
.... . .......... ..............
ly
..... . ...... I ..
..... .......
..........
5W
114"
1-114*
T
4"
TAPCON"
ELCO
1/4-
1-1/4'
4"
ULTRACON
WOOD SCREW INSTALLATION NOTES.'
1. Maintain a rrdrdmum 51W edge distance, Im end distance, & l"o.c. spacing of
wood screws to prevent the splitting of wood.
% ........
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(TYP-) N. 6 cc
4"
87
(TYP-)
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N:
TYP. HEAD I TYP. HEAD cio
& JAMBS MASONRY!
OPENING & JAMBS
oIn
2X RHNFORCEMENTA 1 1 2X REINFORCEMENT)]
SHOWN FOR REF. 11 I I SHOWN FOR REF.
ONLY i
2X BUCK ONLY [a
II �� II II �� of 0
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II II II 0 C3
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BUCK ANCHORING BUCKANCHORING LD
OXIXO OX0 0-M z
La N.T.S.
I VC.- JK
L W. LFS
IMNG NO.:
FL- 17184.9
:Er 8 OF_LO
6- (TYP )
"PO F-,
- L 2X BUCK
MASCINRY-7.
J 1XBUCK
MASONRY
OPENING
OPENING
TYP. HEAD
FRAME
-
& JAMBS
FRAME--,.,
2X BUCK
TYP. @ SILL
IN
2X BUCK
TYR
FRAMEANCHORING
X
CONCRETEANCHOR NOTES:
1. Concrete anchor locations at the comers may be adjusted to maintain the min.
edge distance to mortaribints.
2 Concrete anchor locations noted as MAX. ON C9ffW must be adjusted to
maintain the n*L edge dhfance to morfarjoints, additional concrete anchors
may be required to ensure the'MAK. ON CENTER" dimension we not exceeded.
3. Concrete anchor table:
.... ..............
ANCHOR
z .. ..... .. .
... ....... .........
ANCHORA11N
"
MIN CLEARANCE
MIN <4EARANCE
TrJE
................
SIZE
40V[6156MENT
...............
................... ..............
Irw
TAPCON.
1/4"
1-1/,r
Y
4'
ELCO
114-
4"
ULTRACON'
nw
3/16-
1-114'
r
TAPCO.,
I WOOD SCREW INSTALLARON NOTES:
1. Maintain a minimum 5/8"edge distance, ]"end distance, & 1"o-c- spacing of
wood Screws to prevent the spliffing of wood.
..........
W.s 41-
79
k�7
0, 0,
3"(rYP.) 3"(TYP.) "D
7"(rYP-) zd;d
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BUCK
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J I L 2X BUCK _NL
-0 IXBUCK !�o MASONRYJ
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Typ. g OPENING N IX BUCK L TYP- to
HEAD JAMBS AND FRAME
- TYP. @ HEAD AND
JAMBS a: 30
L
Q:
D
TYP. @ SILL -0
P•0
N TYP- @ S1 TY. SILL
0 2XBUCK N w
TYP. a
(TI
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-0
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FRAME ANCHORING FRAME ANCHORING 0 C3
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Cl!
G 1XBUCK 1XBUCK H
28 7
M 2X BUCK 2X BUCK K
10
"gunTe 02/21/12
4L SME N.T.S.
HINGE DETAIL DWQ B(-. JK
LATCH & DEADBOLT DETAIL HINGE
Buck CHK BY- LFS
DRAWWG NO-
STRiKEJAMB HINGEJAMB FL- 17184.9
siiEEr 9 of 10
F
BILL OF MATERIALS
ITEM #
DESCRIMON
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" ELCO 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 ELCO 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 ELCO OR ITW CONCRETE SCREW
STEEL
J
1 /4" X 3-3/4" PFH ELCO OR ITW CONCRETE SCREW
STEEL
K
#9 X 2-1 /7' PFH WOOD SCREW
STEEL
L
#10 X 2-1/7' PFH WOOD SCREW (1.1S' MIN. EMBEDMENT)
STEEL
M
#8 X 7' PFH WOOD SCREW
STEEL
N
1 /4" X 1-3/4" PFH ELCO 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
I+ 4.56" —�-I
I
20 HEAD 3 SIDE
Jamb
4.56" � a
2.44" 213" _j
21 HEAD 3 SIDE
Poly fiberlomb
31 OUISWING THRESHOLD
QOSH
rn
32 ADA SILL
ISHC
o cd
o
�1 OMMNG ADA BUMP THRESHOLD
� OSHC
a29 SIDElffESPACER
LSSLB
w 1NSWING THRESHOLD
ISCS
SIDELHETHRESHOLD
, I EIS
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FL-17184.9
Er f 0 OF 10