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5200 W. CENTURY BLVD.
LOS ANGELES, CA 90045
GLAZED FIBERGLASS SINGLE DOOR
w/ or w/out SIDELITE(S)
Inswing / Outswing
"IMPACT"
37.5' MAX. OVERALL
FRAME WIDTH _
1
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�Z Q�
> Z > ZD
O� 00
X = X =
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W W
GENERAL NOTES
1. This product anchoring drawing has been developed and is in compliance with the 6th Edition (2017) Florida Building
Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). See the Certification Agency
Certificate for sizes, specifications and rating.
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.
C
4. When used in areas outside of the "HVHT' 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 E 1996 and FBC Sections 1609.1.2.2 & R301.2.1.2.1. p
5. For 2x stud construction, anchoring of these units shall be the some as that shown for 2x buck masonry construction. a
6. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer
or registered architect.
7. Outswing configurations utilizing the high dam sill (see Section 5/3), meet water infiltration requirements for "HVHT'. All
other configurations do not meet the water infiltration 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.
75 MAX. OVERALL
FRAME WIDTH
11n r11 AI A 11
TABLE OF CONTENTS
SHEET #
DESCRIPTION
1
Typical elevations, design pressures & general notes
2
Horizontal cross sections
3
Vertical cross sections
4
Buck anchoring & bill of materials
5
Frame anchoring & glazing details
75 MAX. OVERALL
FRAME WIDTH
11n r11 AI A 11
CONFIGURATION
FRAME WIDTH
2
3 3
1
POSITIVE
a
a
37.5" x 81.81"
+50,0
-50,0
XO/Ox
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+50.0
-50.0
oxo
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-50.0
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6
p
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W W
If
D D
0
CONFIGURATION
MAX.
FRAME
DIMENSION
DESIGN PRESSURE (PSF)
POSITIVE
NEGATIVE
X
37.5" x 81.81"
+50,0
-50,0
XO/Ox
75.0" x 81.81"
+50.0
-50.0
oxo
112.5° x 81.81°
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-50.0
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DATE: 12110112
SCALE: N. T. S.
DWG. BY: JK
CHK. BY: LFS
DRAWING NO.:
FL -16094.1
SHEET 1 OF 5
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DATE: 12110112
SCALE: N. T. S.
DWG. BY: JK
CHK. BY: LFS
DRAWING NO.:
FL -16094.1
SHEET 1 OF 5
3
N
0
N
Q
1-1/4" MIN. 1-1/4" MIN.
EMB. (TYP.) B C INTERIOR EMB. (TYP.) A C 1 INTERIOR INTERIOR C
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v
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EXTERIOR EXTERIOR EXTERIOR
°
M K E °° K
1-'� HORIZONTAL CROSS SECTION
Outswing shown - Inswing similar
2X Buck Construction
1-1/4" MIN.
EMB. (TYP.)
INTERIOR C B
t L 1 °
1
CVTCDInD
2 HORIZONTAL CROSS SECTION
Outswing shown - Inswing similar
1 X Buck Construction
3 HORIZONTAL CROSS SECTION
2 Outswing shown - Inswing similar
1 X Buck Construction
1-1/4" MIN.
INTERIOR EMB. (TYP.) ��
4 HORIZONTAL CROSS SECTION
2 Outswing shown - Inswing similar
2X Buck Construction
5 HORIZONTAL CROSS SECTION
Z @ BACK-TO-BACK JAMBS
6 HORIZONTAL CROSS SECTION
2 @ BACK-TO-BACK JAMBS
7 HORIZONTAL CROSS SECTION
Outswing shown - Inswing similar
1 X Buck Construction
Lr
1-1/4"MIN.
Z
1 C A
EMB. (TY A, •:
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3 HORIZONTAL CROSS SECTION
2 Outswing shown - Inswing similar
1 X Buck Construction
1-1/4" MIN.
INTERIOR EMB. (TYP.) ��
4 HORIZONTAL CROSS SECTION
2 Outswing shown - Inswing similar
2X Buck Construction
5 HORIZONTAL CROSS SECTION
Z @ BACK-TO-BACK JAMBS
6 HORIZONTAL CROSS SECTION
2 @ BACK-TO-BACK JAMBS
7 HORIZONTAL CROSS SECTION
Outswing shown - Inswing similar
1 X Buck Construction
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DATE: 12/10/12
SCALE: N. T. S.
DWG. BY: JK
CHK. BY: LFS
DRAWING NO.:
FL -16094.1
SHEET 2 OF 5
U
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N
F
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F
J
N
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11U
L9
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X
N
a
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C
EXTERIOR
1 VERTICAL CROSS SECTION
$ Outswing shown - Inswing similar
2X Buck Construction
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zo
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EXTERIOR
1 VERTICAL CROSS SECTION
$ Outswing shown - Inswing similar
2X Buck Construction
H
zo
_o
W
e a
C
EXTERIOR
1 VERTICAL CROSS SECTION
$ Outswing shown - Inswing similar
2X Buck Construction
A
1
EXTERIOR
2 VERTICAL CROSS SECTION
$ Outswing shown - Inswing similar
1 X Buck Construction
0
B
ai
W
3 VERTICAL CROSS SECTION
Inswing Sill
W
a
6 VERTICAL CROSS SECTION
$ Inswing Sill
E
5 VERTICAL CROSS SECTION
$ Outswing Sill (High Dam)
...
EXTERIORLL
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7 VERTICAL CROSS SECTION
3 Outswing Sill
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EXTERIOR
2 VERTICAL CROSS SECTION
$ Outswing shown - Inswing similar
1 X Buck Construction
0
B
ai
W
3 VERTICAL CROSS SECTION
Inswing Sill
W
a
6 VERTICAL CROSS SECTION
$ Inswing Sill
E
5 VERTICAL CROSS SECTION
$ Outswing Sill (High Dam)
...
EXTERIORLL
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3 Outswing Sill
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DATE: 12110112
SCALE: N. T. S.
DWG. BY: ,JK
CHK. BY: LFS
DRAWING NO.:
FL -16094.1
SHEET 3 OF 5
U
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U)
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101
MASONRY
OPENING
(TYP.)
2X BUCK -
(TYP.)
4"
(TYP.)
• e
CL
_l
D _ ��7-
TYP. HEAD
& JAMBS
4" (TYP.)
8" (TYP.)
°
1 1 ( l l
i
I
t
D I
TYP. HEAD
& JAMBS
BUCK ANCHORING
X
BUCK ANCHORING
XO / OX
BILL OF MATERIALS
REM #
DESCRIPTION
MATERIAL
A
1 X 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°PFH ITW CONCRETE SCREW
STEEL
E
MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI
301 OR HOLLOW BLOCK CONFORMING TO ASTM C90
CONCRETE
G
1 /4" X 3-3/4" PFH ITW CONCRETE SCREW
STEEL
H
3116'x 3-1/4" PFH ITW CONCRETE SCREW
STEEL
K
#9 X 3/4" PFH WOOD SCREW
STEEL
L
#8 X 3" PFH WOOD SCREW (1-1/2" MIN. EMBEDMENT)
STEEL
M
#10 X 2-1/2" PFH WOOD SCREW
STEEL
1
I FINGER JOINTED PINE HEAD & JAMB (SG >= 0.42)
WOOD
CDLO• o Xt
r '.
p : o!t .. ci ro
JAMBS (TYP.) - �� zui : „g -Z
4" (TYP.) N,'•; z° * Tt;' 11- 0 rn
4" (TYP.) 4" (TYP.) i� j j ' •-* •. •�i�z > � rn
oroz
U o
ro N ..
0 0 o m Z°'
1 N t -J C
a to O s m
� m aaa
�C�
'" t t O ` 6
E oz
D ° Cw
Ja
TYP. HEAD t
& JAMBS
I 1 �
I Q �J
I 1 ?C a:
Q II Q a co U
m Q�
ca U —' t t `a U a w O
I I m 4
:D �m
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ci O
t t
of a
a a
BUCK ANCHORING
OXO
CONCRETE ANCHOR NOTES:
1. Substitution of equal concrete anchors from a different supplier may have different edge
distance and center distance requirements.
2. Concrete anchor locations at the comers may be adjusted to maintain the min. edge
distance to mortar joints. Concrete anchor locations noted as 'MAX. O.C. (TYP.)" must be
adjusted to maintain the min. edge distance to mortar joints, additional concrete anchors
may be required to ensure the 'MAX. O.C. (TYP.)" dimension are not exceeded.
3. Concrete anchor table:
ANCHOR
ANCHOR
M1N.
MIN. CLEARANCE TO
MIN. CLEARANCE TO
TYPE
SIZE
EMBEDMENT
MASONRY EDGE
ADJACENT ANCHOR
ITW
TAPCON®
1/4"
1-1/4"
DATE: 12110112
SCALE: N.T.S.
DWG. BY: X
CHK. BY: LFS
DRAWING NO.:
FL -16094.1
SHEET 4 OF 5
0
MASONRY
OPENING
a
1�
b
Cl)
FRAME
BUCK
SEE HINGE
DETAIL (TYP.)
HINGE JAMB
MASONRY
4.5" OPENING 4
(TYP.)
(, 2X BUCK
G 1 X BUCK
-'
TYP. HEAD
& JAMBS
p TYP.
SILL
FRAME ANCHORING
X
FRAME
BUCK
SILL
0
CONCRETE ANCHOR NOTES:
1. Substitution of equal concrete anchors from a different supplier may have different edge
distance and center distance requirements.
2. Concrete anchor locations at the comers may be adjusted to maintain the min. edge
distance to mortar joints. Concrete anchor locations noted as "MAX. O.C. (TYP.)" must be
adjusted to maintain the min. edge distance to mortar joints, additional concrete anchors
may be required to ensure the 'MAX. O.C. (TYP.)" dimension are not exceeded.
3. Concrete anchor table:
MASONRY
PANEL (TYP.) 4 5 OPENING PANEL (TYP.)
4.5" y (TYP.)
FRAME ANCHORING
XO / OX
ANCHOR
ANCHOR .
1VliN.
MIN. CLEARANCE TQ
MIN. CLEARANCE TO `
TYPE
SIZE
::EMBEDMENT.:
MASONRYEDGE
ADJACENTANCHCOR
ITW ®
1/4"
1-1/4"
2"
4"
TAPCON
ITW ®
3/16"
1-1/4"
3"
TAPCON
WOOD SCREW INSTALLATION NOTES:
1. Maintain a minimum 5/8" edge distance, I" end distance, & 1"o.c. spacing of
wood screws to prevent the splitting of wood.
CL
C L
N CU
°° O
(, 2X BUCK
FRAME G 1X BUCK
TYP. HEAD
& JAMBS
BUCK-,
�``®�'�i• to
r
O)
iS r t7
JAMBS (TYP.) _ �: * �?
1 • U -
,m.
M
®4.5" (TYP.) ?Z
45(YP.) (TYP.) � z> o�>0)
/��'! j!'i '* ••'•` ,,``�� o oro 6
In z51 a C14m
r. �, x zo
a o Eo) o m° a�
N
Ln � m �o 0c0 m
Cl) ` a m aaU-
w LL
.L c
O m CZ
TYP. Q
BACK-TO-BACK
JAMBS
pTYP.SILL
FRAME ANCHORING
GLAZING SILICONE
(DOW 995)
5/8" GLASS BITE
ODL ALUMINUM BACK -BEDDING SILICONE
LITE FRAME (READI-SEAL)
E 1" OVERALL GLASS THK.
1/8" ANNEALED GLASS
0.090" PVB INTERLAYER (KURARAY)
INT.'
#8 X 1.5" PH SMS
GLAZING DETAIL
G1 --
`� 1/8" ANNEALED GLASS
AIRSPACE
1 /8" TEMPERED GLASS
ALUMINUM SPACER
BACK -BEDDING SILICONE
(READI-SEAL)
oxo
4'X 4'B1
HINGE
L
°O O
LO
SEE LATCH &
DEADBOLT
DETAIL STRIKE JAMB
DEADBOLT
STRIKE PLeTF
LATCH STRII
PLATE
BACK-TO-BACK JAMB
1 X BUCK
2X BUCK
BACK-TO-BACK JAMB
1X BUCK
2X BUCK
LATCH AND DEADBOLT DETAIL
N I �r
DATE: 12110112
SCALE: N. T. S.
DWG. BY: JK
CHK. BY: LFS
DRAWING NO.:
FL -16094.1
SHEET 5 OF 5