HomeMy WebLinkAboutPlastPro Front Dbl Doorsplastpro
5200 W. CENTURY BLVD.
LOS ANGELES, CA 90045
GLAZED FIBERGLASS DOUBLE DOOR
INS WING/OUTS WING
NON -IMPACT
GENERAL NOTES
1. This product has been evaluated and is in compliance with the 5th
Edition (2014) 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 is required to be protected with an impact resistant
covering that complies with Section 1609.1.2 of the FBC.
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.
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TABLE OF CONTENTS
SHEET #
DESCRIPTION
1
TYPICAL ELEVATION, DESIGN PRESSURES & GENERAL NOTES
2
PANEL DETAILS, COMPONENTS & GLAZING DETAIL
3
HORIZONTAL CROSS SECTIONS
4
VERTICAL CROSS SECTIONS
5
BUCK & FRAME ANCHORING
6
ASTRAGAL DETAILS
7
BILL OF MATERIALS & COMPONENTS
C
C
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GLAZED DOUBLE DOOR
74.00" MAX. O.A. FRAME WIDTH-{
GLASS
DESIGN PRESSURE (PSF)
SWING
FRAME
TYPE
•
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DIMENSION
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POSITIVE
NEGATIVE
•'.
74.00"
N 7
z°
OUTSWING
X
0
+47.0
-47.0
96.50"
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74.00"
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INSWING
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GLAZED DOUBLE DOOR
DATE:
DATE: 8/25/ 14
SCALE: N. T. S.
DWG. BY: JK
CHK. BY: LFS
DRAWING NO.:
FL -17184.9
SHEET 1 OF 7
3
N
0
N
MAX. O.A.
GLASS
DESIGN PRESSURE (PSF)
SWING
FRAME
TYPE
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DIMENSION
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NEGATIVE
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74.00"
N 7
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DATE:
DATE: 8/25/ 14
SCALE: N. T. S.
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DRAWING NO.:
FL -17184.9
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DATE: 8/25/ 14
SCALE: N. T. S.
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DRAWING NO.:
FL -17184.9
SHEET 1 OF 7
3
N
0
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2 HORIZONTAL CROSS SECTION
2
35.75" MAX.
PANEL WIDTH
31 1/2" GLASS
4.5" 4 BITE
I--
5.16 35 36
1/2" 0/A
GLASS THK.
1/8" TEMPERED
GLASS
LQ
AIR SPACE
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MAX. = = GLASS
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WIDTH -1 z 34
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1.200" 0.980" TOP RAIL
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DOOR PANEL HINGE & LATCH2 HINGE & LATCH STILE
1 TILREINFORCEMENT
SE EDGE BOTTOM RAIL
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DATE: 8125114
SCALE: N. T. S.
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DRAWING NO.:
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DRAWING NO.:
FL -17184.9
SHEET 4 OF 7
0
2X BUC
MASONRY
OPENING
4"
8"
BUCK ANCHUKING
CONCRETE ANCHOR NOTES:
1. Concrete anchor locations at the corners 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
- M/N.
MIN CLEARANCE
MiffCLEARANCE
TYPE
N' o
::.EMBEDMENT
TO MASONRY :
TO ADJACENT :.
TALLATION
YZ
U
EDGE
ANCHOR
ITW ®
1/4"
1-1/4"
2"
4"
TAPCON
0
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Of
W
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ELCO ®
1/4"
1-1/4"
1"
4"
ULTRACON
ITW 0
3/16"
1-1/4"
3"
TAPCON
WOOD SCREW INSTALLATION NOTES:
1. Maintain a minimum 5/8" edge distance, 1" end distance, & 1" o.c. spacing of
wood screws to prevent the splitting of wood.
p�:a:XI "I I
MASONRY
OPENING
4"
8,. 4„
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25 W/2X BUCK
INSTALLATION
N W/1X BUCK
I N STALLATI O N
TYP. HEAD &
JAMBS
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W/2X BUCK 24
INSTALLATION
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FRAME ANCHORING
N W/1X BUCK
INSTALLATION
25 W/2X BUCK
INSTALLATION
2.094
HEAD DETAIL
DOUBLE DOOR
STRIKE PLATE DETAIL
M3 1 I"CMUML 6UL I
3/8" DIA.
THRESHOLD DETAIL
DOUBLE DOOR
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DATE: 8/25/14
SCALE: N.T.S.
DWG. BY: JK
CHK. BY: LFS
DRAWING NO.:
FL -17184.9
SHEET 5 OF 7
3
N
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ASTRAGAL SCREW
LOCATIONS
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41 CONCEALED STIFFENER
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TYP. TOP & BOTTOM DATE: 8/25/14
OF ASTRAGAL SCALE: N.T.S.
TOP THROUGH 1.975"
BOTTOM THROUGH 1.975" DWG. BY: JK
CHK. BY: LFS
DRAWING NO.:
FL -17184.9
SHEET 6 OF 7
Ln
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52 DOOR SWEEP
0 4.562" 0 4.562"
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1 1 A POLYFIBER JAMB
m
IN 1711-111
BILL OF MATERIALS
cn
ITEM
DESCRIPTION
MATERIAL
C
1/4" MAX. SHIM SPACE
WOOD
H
1/4" X 2-3/4" ELCO OR ITW PFH CONCRETE SCREW
STEEL
J
3/16" X 3-1/4" ITW PFH CONCRETE SCREW
STEEL
K
MASONRY — 3,000 PSI MIN. CONCRETE CONFORMING TO ACI
301 OR HOLLOW BLOCK CONFORMING TO ASTM C9O
CONCRETE
L
2X BUCK (SG >= 0.55)
WOOD
M
1X BUCK (SG >= 0.55)
WOOD
N
1/4" X 3-3/4" ITW PFH CONCRETE SCREW
STEEL
P
1/4" X 2-1/4" ITW PFH CONCRETE SCREW
STEEL
1
HINGE & LATCH STILE EDGE
COMPOSITE
2
HINGE & LATCH STILE REINFORCEMENT
WOOD
3
TOP RAIL
COMPOSITE
4
BOTTOM RAIL
COMPOSITE
5
LOCK BLOCK
WOOD
6
DOOR SKIN (0.069" THK.) PLAST PRO/NANYA Fy= 11,063 PSI
FIBERGLASS
7
FOAM CORE
POLYURETHANE
11
JAMB FINGER—JOINT—PINE SG = .42 OR BETTER
WOOD
11A
POLYFIBER JAMB
POLYFIBER
13
WEATHERSTRIP
FOAM
22
#8 X 3" PFH WOOD SCREW
STEEL
23
#10 X 3/4" PFH SCREW
STEEL
24
#10 X 2-1/2" PFH SMS
STEEL
25
#10 X 2-1/2" PFH WOOD SCREW
STEEL
26
LATCH STRIKE PLATE
STEEL
27
DEADBOLT STRIKE PLATE
STEEL
28
4" HINGE
STEEL
31 JODL
LITE FRAME
ALUMINUM
34
#10 X 1-3/4" PFH SCREW
STEEL
35
GLAZING COMPOUND RED[—SEAL BY ODL, POLYMERIC FOAM
P/MERIC FOAM
36
STRUCTURAL SILICONE DOW #995
SILICONE
40
ASTRAGAL 6063—T5 ALUMINUM BY DLP
ALUMINUM
41
CONCEALED STIFFENER 6063—T6 ALUMINUM BY DLP
ALUMINUM
42
SLIDE BOLT ROD
STEEL
43
#8 X 2" PPH SCREW
STEEL
44
ASTRAGAL STRIKE PLATE @ HEAD
STEEL
45
OUTSWING THRESHOLD BY DLP
ALUM./WOOD
51
INSWING THRESHOLD BY DLP
ALUM./WOOD
52
DOOR BOTTOM SWEEP
VINYL
Ln
00
d7
0 2.22"
52 DOOR SWEEP
0 4.562" 0 4.562"
o
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1 1 A POLYFIBER JAMB
m
IN 1711-111
4.56"
N
4.563"
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INSWING THRESHOLD
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DATE: B125114
SCALE: N.T.S.
DWG. BY: JK
CHK. BY: LFS
DRAWING NO.:
FL -17184.9
SHEET 7 OF 7