HomeMy WebLinkAboutSET UP-INSTALLATIONa s t p r
5200 W. CENTURY BLVD.
LOS ANGELES, CA 90045
Smooth / Wood Grain / White Wood Grain
Rustic / Mahogany
Series O Fiberglass Door
INSWING / OUTSWING
"IMPACT"
GENERAL NOTES.
I. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building ❑ C
Code (FBC)simctural requirements including the"High Velocity Hurricane Lone"(HVHZ)• W C)
2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base z %" V
material shall be beyond wall dressing or stucco. Q Lit U
3. When used in the "HVHZ'this product complies with Section 1626 of the Florida Building Code and 0) J
does not require an impact resistant covering.
4. When used in areas outside of the'71VHZ' requiring vend bome debris protection, this product C0
complies with FBC Sections 1609.1.2 & R301.2.1.2 and does not require an impact resistant covering.
This product meets missile level "Iy and includes Wind Zone 4 as defined in ASTM E 1996 and FBC
Sections 1609.1.2.2 & R301.2.1.2.1.
5. For 2x stud construction, anchoring of these units shall be the some as that shown for2x buck masonry
construction.
6. Site conditions that deviate from the details of this drawing require further engineering analysis by a
licensed engineer or registered architect.
7. Ouiswing configurations meet water infiltration requirements for"HVHZ'. All other configurations do
not meet the water infiltration requirements for the "HVHZ' 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.
TABLE OF CONTENTS
SREET0
DESCRIPTION
I SHEETN
I DESCRIPTION
1
Typical Elevations, Design Pressures & General Notes
7
1Horizontal & 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
(IX Buck)
10
Buck and frame anchoring
5
Horizontal & Vertical Cross Sections
(Direct to Masonry)
I I
Components
6
Vertical Cross Sections Thresholds
12
Bill of materials
37.50' MAX.OVERALL
FRAMEWIDTH
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x
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CONFIGURATION
. MAX.
FRAME
DIMENSION
DESIGN PRESSURE (PSI)
:POSITIVE
NEGATIVE
X
37.5" x 82.0"
+75.0
-75.0
See sheets 2 for hardware design pressure limitations
ar. LFS
MG No.:
FL-15210.1
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a_',
0 FIBERGLASS SKIN H.••.' o
SEE HARDWARE TABLE �0.125' MIN.IHK.I�`
00 3
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MANUFACTURER
MODEL
MAX
.PRESSURE S
KWIRSEi
KNOB: SIGNATURE SERIES
± 75
DEADBOLT: SIGNATURE SERIES (980)
SCHIAGE
KNOB: :SERIFS(FS1)
'8"SELVES
±]S
DEADBOLT: (B60/6])
PAMEX
LEVER: FL3B SERIES
± ]S
OEADBOO: FD]SEAIES
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EXTERIOR INFERIOR
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5 VERTICAL CROSS SECTION %6 "\ VERTICAL CROSS SECTION Q,
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ry 7 Shown Direct to Masonry Outswing only w/6-9/16'jamb Outswing only w/69/16'jamb RRa
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MANUAL RAISED TONGUE GEAR SYSTEM -
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ENDURA TRILE14NIUM 3000 STRIKE JAMB DETAIL LFS ;
3 P f. Lock °w.wwc W.: H
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MASONRY MASONRY D MASONRY 5 4a m\ as
OPENING OPENING TYP, HEAD E 5� C,
& JAMBS (r
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2X BUCK _ _49/16" JAMB M - O -0
2X BUCK
6-9/16"JAMB N h
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JAMB
4
(SEE SHEETP71 _ m'
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BUCKANCHORING STRIKEJAMB
CONCRETE ANCHOR NOTES:
I. Concrete anchorlocstions at the carried maybe adjusted to maintain the min.
edge durance to mortarJoinh.
2. Concrete anchor locations noted as^MA)CON CENIER•musl be adjusted to
maintain the min. edge 6slance to mortorlonls oddff alannomna ..on. a'8 —
maybe required to ensure the MAX. ON CENIER dmenslon are not exceeded.
I c loonchortame-
2x BUCK
IXBUCK
DIRECTTO
MASONRY
1, WOODSCREW INSTALLATIONNOTES:
Maintain a mNunum 5/8"edge distance, i°end distance, 8 1"oc. spacing at
wood M, to prevent IhaspOlting o1 woad.
ANCHOR
ANCHOR
MIN, ""
MIN CLEARANCE
MIN. CLEARANCE
TYPE
SRE
EMBEDMENT
TOMASONRY
TO ADJACENT
1. EDGE 1.
.: ANCHOR v.
mY a
1/V
1.1/A^
EICO
1/4"
1.1/4'
i"
q^
ULTRACON
311v
".1.
AS SHOWN
TAPCONo 1
FRAME ANCHORING
Masonryconstmction
DIRECTTO
DIRECTTO MASONRY tG-
2X MASONRY
IXBUCK 1%BUCKBUCK2X BUCK
DIRECTTO TT
MASONRY
I X BUCK
HINGEDEFAIL
Inswing
2X
HINGEJAMB
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FL-15210.1
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OUISWING THRESHOID
DLP IQOSR�
ODISWING THRESHOLD
Columbia Hgh Cam1581�
4.68" a
4.T {
�nl OHTSWING THRESHOLD
DIP (QOSH)
mol�%��m����%/.�
�\ 0 WING THRESHOLD
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■
INSWING IHRESHOID
36 Entlura RSeries)
31 OIHSWING THRESHOLD
Columbia 15I5�
38 INSWING DIRESHOID
Columbia
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INSWING THRESHOLD
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POOR BOTTOM SWEFP
FL-15210.1
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BILL Of MATERIALS
NFM•
DFRCRIPiION
MAiFAIAL
A
IX BUCK SG>=0.55
WOOD
B
2%BUCK SG>=0.55
WOOD