HomeMy WebLinkAboutSET UP-INSTALLATION�F-11=1plastpro
5200 W. CENTURY BLVD.
LOS ANGELES, CA 90045
Smooth / Wood Grain / White Wood Grain
Rustic / Mahogany
Series O Fiberglass Door
INSWING / OursWING
"IMPACT"
GENERAL NOTES
1. This product has been evaluated and is In compliance with the 6th Edition (2017) Florida Building
Code (FBC) structural requirements including 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 the "HVHZ" this product complies with Section 1626 of the Florida Building Code and
does not require an impact resistant covering.
4. When used in areas outside of the "HVHZ" requ'ving nand home debris protection, this product
complies with FBC Sections 1609.1.2 & R3012.1.2 and does not require an impact resistant covering.
This product meets missile level "U' and includes Wind Zone 4 as defined in ASTM E 1996 and FBC
Sections 1609.1.2.2 & R301.2.1.21.
S. For 2x stud construction, anchoring of these units shall be the same as that shown for2x buck masonry
construction.
6. Site conditions that deviate from the details of this drawing require further engineering analysis by a
ricensed engineer or registered architect
7. Outswing configurations meet water infiltration requirements for"HVHZ". All other configurations do
not meet the woter infiltra5on requirements for the "HVHZ" and must be installed only in non -habitable
areas or of habitable locations protected by an overhang or canopy such that the angle between
the edge of canopy or overhang to sill N less than 45 degrees.
TABLE Of CONTENTS
SHEET#
DESCRIPTION
I SHEET If
I DESCRIPTION
I
Typical
Elevations, Design Pressures & General Notes
7
Horizontal & Vertical Cross Sections (Direct to Masonry)
2
Door Panel Details
8
3-point lock details
3
Horizontal & Vertical Cross Sections
(2X Buck)
9
3-point lock details
4
Horizontal& Vertical Cross Sections
I i x Buck)
to
Buck and frame anchoring
5
Horizontal
& Vertical Crass Sections
(Direct to Masonry
I I
Components
6
Vertical
Cross Sections Thres olds)
12
Bill of materials
SCANNED
BY
St. Lucie County
37.111' MAX. OVERAII �I
FRAMEWIDTH
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CONFIGURATION
' MAX. '
;FRAME
DIMENSION
DESIGN PRESSURE (PSF).
:::POSITIVE
TNEGATIVE •:
x
37.S" x 82.0"
+75.0
-75.0
See sheets 2 for hardware design pressure limitations
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BOTTOM RAIL
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HARDWARE TABLE
MANUFACTURER
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,MAX. DESIGN
.PAESSURE 5
KWIKSET
KNOB: SIGNANRE SERIFS
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DEADBOLT: SIGNATURE SERIES (9B0)
$CNLAGF
KNOB: 'PSERIES(FST)
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DEADBOLi: (B6D/6R)
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TYP. HEAD
& JAMBS
MASONRY
OPENING
2x
SUCKANCHORING
CONCRETE ANCHOR NOTES:
I. Concreteanch1. c anfal Ilia comers maybe adNsfetl fomainfoLl Ills mM.
edge tlhlanw to mwlwjoinK
2 C alefah anchor edgeem ame os •MAX ON CENTNt' notwe atllle an to
maintain the min. edge datarce to motarJoNh, atlGtionNmnrrele anchors
maybeTepfo emure the'MAX. ON CENIER'dunenoon are rrof exceetletl.
3. Concete anWFfoble:
ANCHOR
ANCHOR
MIN."-
MIN. CLEARANCE
MIN. CLEARANCE
TYPE
SIZE
EMBEDMENT
I
iO`MASONRY
to ADJACENT'.
EDGE:.:
- ..ANCHOR,_
Im
"Co
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1-1/a"
1"
a°
TAPCONm
N..
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AS SHOWN
2X
Ix
DIRE
MAS
1. WOOD SCREW INSTAIEARONNOUS:
Maintains miNmom 5/D•edge delanco, I•eM tlisfonee, & I• o.c. spacing of
W motl mews Io {raven t the,kl ft of wootl.
4-9/16"JAMB
p DIRECT TO MASONRY JAMB (TYP.)
(SEE SHEET 7)
(rrP.l
SEE HINGE
L 2%BUCK
to
DETAIL (TYP.)
G 1X BUCK
DIRECT TO
MASONRY
MASONRY
OPENING
TYP. HEAD
& JAMBS
FRAME
y
4-9/16"JAMB M
_
—o
2X BUCK
6-9/16" JAMB N
DIRECTTO
MASONRY
JAMB (TYP.)
^
(SEE SHEET 71
STRIKEJAMB
FRAMEANCHORING
Masonry construcfron
DIRECTTO
DIRECTTO
MASONRYkG—
MASONRY2BG
XBM
1UCK1XBUCK2XBUCK
:K 58
58 2X BUCK
:K 11
DIRECTTO
MASONRY!Y1XBUCK
11
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27 /2XBUCK
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HINGE DETAIL
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BILL OF MATERIALS
REM R
DERCRIPf10N
MATEWAL
A
1X BUCK SG>=0.55
WOOD