HomeMy WebLinkAboutFiberglas Door Inswing-Outswing ImpactM plastpro
5200 W. CENTURY BLVD.
LOS ANGELES, CA 90045
Smooth/ Woodgrain/ White Woodgrain
Rustic/ Mahogany
Series Fiberglass Door
INSWING / OUTSWING
"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 bome debris protection this product complies Qh
Section 1609.1.2 of the FBC and does not require an impact resistant covering. This
product meets missle level "D" cmd excludes Wind Zone 4 as defined In ASTM E 1996
and Section 1609,1.2.2 of the FBC.
4. For2x stud framing construction, anchoring of these units shall be the same as that
shown for 2x.buck masonry construction.
5. Site conditions that deviate horn the details of this droving require further
engineering analysis by a licensed engineer or registered architect.
TABLE OF CONTENTS
SHEETH
DESCRIP17ON
1
Typical elevation, design pressures, & general notes
2
Doorpaneldetatis
3
Horizontal cross sections
4
Vertical cross sections
5
Buck and frame anchoring
6
Bill of materials & components
37.0' MAX. OVERALL
FRAME WIDTH
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37.50"
INSWING
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-65.0
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OUTSWING
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Lyndon F. SahmiAt.RORtvg
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PLASTPRO INC.
FlBERGLASS DOOR
P.E No. 43409 O' ••••�`�
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t'iDC��� BUILDING CONSULTANTS,
PARE OR ASSEMBLY:
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UPDATE 7O 57H E0. 20T4 FBC
HORIZONTAL CROSS SECTIONS
vJl'�/J1 P.O. Box 230, valrteo. FL 33595
NO
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GUILD—co•.au�rn>n.,
Phone No.: 813.659.0197
FBPE CA No. 9513
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PIASiPRO INC.
FlBERGLASS DDOR
T OR ASSEMBLY:
VERTICAL CROSS SECTIONS
No.4M09
7It
F. Schmidt
43409
/ BUILDING CONSULTANTS, iNC.
P.O. Box 230, Valrico, FL 33595
Phone No.: 813.859.9197
FBPE CA No. 9813
4"
(TYP.) —~
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6 BUCK ANCHORING STRIKEJAMB
1
a
i' CONCRETE ANCHOR NOTES:
1. Concrete anchor locations at the comers may be ac(iusted to maintain the mfn.
edge distance to morlarlotnts.
2. Concrete anchor locations noted as MAX. ON CENTER" must be adjusted to
maintain the min. edge distance to mortorjoints. additional concrete anchors
R may be required to ensure the "MAX. ON CENTER" dimensions are not exceeded.
3. Concrete anchor table:
ANCHOR
NCHOR
MiN
MIN CLEARANCE
MINjCLEARANCE,
TYPE
SIZE
EMBi DM�Ni
iQ MASONRY
TO j10JACENi
y
a;..... EDGE::..
ITW
TAPCON®
3/16"
1.1/4"
3"
1.1/2"
ITYJ
TAPCON®
i/4°
1-1/4"
2"
4"
�I WVlJU3L.KCWINJIALLAIIUNNVIL•J:
5 1.Main
6tain a minimum 5/8" edge distance, I"end distance, & 1"o.c. spacing of
wood screws to prevent the splitting of wood.
3
rt
a'
FRAMEANCHORING
Masonry construction
ix
2x
BUCK
BUCK
LATCH & DEADBOLTDETAIL -
HINGE DEWL 1
I
2X
HiNGE JAMB
HINGE DETAIL 2
IE: N.T.S.
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,WW NO --
FL- 15 187.1
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BILL OF MATERIALS
REM 0
DESCRIPRON
MATERIAL
A
I 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 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
H
3/16"x3•U4"PFH ELCOOR ITW CONCRETE SCREW
STEEL
J
1 /4" X M/4" PFH ELCO OR ITW CONCRETE SCREW
STEEL
L
#8 X 2-1/7' PFH WOOD SCREW
STEEL
M
#8 X 1-1/Z' PFH WOOD SCREW
STEEL
I
POLY FIBER JAMB
COMP. / VINYL
2
FINGER JOINTED PINE FRAME
WOOD
7
WEATHERSTRIP
FOAM
9
4" X 4" BUTT HINGE
STEEL
11
1 #9 X 3/4" PFH WOOD SCREW
STEEL
27
LATCH STRIKE PLATE
STEEL
28
DEADBOLT STRIKE PLATE (SECURITY)
STEEL
30
DOOR BOTTOM SWEEP
VINYL
33
OUTSWING THRESHOLD
ALUM. / WOOD
34
INSWING ADJUSTABLE THRESHOLD
ALUM. / WOOD
40
DOOR PANEL - SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS
46
1 ADA THRESHOLD
ALUM
40„
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HERSIRIP�
En ura Force S
30 OOOR BOTTOM SWEEP
456"� 0
T 2.44" 23F
34 11'2 ABLE INSWING THRESHOLD
ByEndura
1 HEAD&SIDE
Poly fiberlamb
2 WOOD JAMB
a.ss°
46 ADA THRESHOLD
DLP
33 TSWING THRESHOLD
Iura
m N.T.S.
r. BY. JK
e. LFS
Wao No.,
FL-15187.1
ET 6 OF 6