HomeMy WebLinkAboutPRODUCT APPROVAL3/26/2018
FL15220_R2 1f (c) Inst 15220.1.pdf
SCANNED
6V
IN-`
�;x
5200 W. CENTURY BLVD.
LOS ANGELES, CA 9604E
Smooth / Wood Grain / 'White Wood Grain
Rustic / Mahogany
Series N a berglass Door
INSWING j OUTSWING
GENERAL NOTES
1. this product has been evaluated and Is In Hance with the 6ih Edition (2017) Florida Building Code
(FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ).
2. Product anchors shall be as rated 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 is required to be protected with an Impact resistant covering that
complies with Section 1626 of the FBC.
4. When used in areas outside of the "fiVHZ" requiring virnd bome debris protection, this product is reou red
5. For 2x stud construction, anchoring of these units shall be the some bs that shown for N buck masonry
construction.
6. Site conditions thot deviate from the details of. this drawing require further engineering analysis by a
licensed engineer or registered architect.
7. Outswing configurations meet water Infiltration. requirements for "l-IM'.
8. Inswing configurations do not meet the water.infiltrotion requirements for the °l-IM". Inswing units shall
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 overhong;to sill is less than 45 degrees.
'TABLE OF CONTENTS
SHEET'#
DESCRIPTION
i
Typical elevations, designpressures & general notes
2
Door ponefdetails and glazing detail
3
Horizontal & Vertical Cross Sections (2X Buck)
4
Horizontal &Vertical Cross Sections (iX Buck)
5
Horizontal & Vertical Cross Sections (Direct to Masonry)
6
Vertical Cross Sections (Thresholds)
7
Horizontal & Vertical Cross Sections (Direct to Masonry)
8
Buck and Frame Anchoring
9
gill of Materials &Components•
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37.50`MAX.OVERALL
. FRAME WIDTH
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OVERALL
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TYPE
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FL15220_132—II_(c)'Inst 15220.1.pdf
20.50' MAX
D.L.O. WIDTH
1.365°
.81' --
1.27'
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LOCK BLOCK (- X 1.$85 J
- - LATCH STILE REINFORCEMENT
LATCH STILE (CELLULAR PVC)
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MANUFACTURER MODEL
KWIK$ET LOCK: SIGNATURE SERIES
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1-1/4" MIN.
EMB. ITYP.)
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EXTERIOR AM INTERIOR
5 VERTICAGCROSS'SECTION
7 Shown Direct to Masonry .
outswing.only ty/ 4.9/ld'jamb
INTERI
WIN
1 HORIZONTAL CROSS SECTION 2 ' HORIZONTAL CROSS SECTION
7 Shown Direct to Masonry
7 Shown Direct to Mason
Cutswing only wl 4-9/I6' jamb Outswing only w/ 4-9/1 f jamb
EXTERIOR "Wa INTEP.IOP,
b. VERTICAL CROSS SECTION
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8 HORIZONTAL CROSS SECTION
7 Shown Direct to Masonry
Outswing only w/ 6-9/1 A jamb
7ERIOR
XTERIOR
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FL15220_R2_II_(c) inst 15220,1.pdf
4-9/16" JAMB T(SEE DIRECT TO MASONRY JAMB (TYPJ
SHEET 7),
.. e
D TYP: HEAD L 2X BUCK `O
& JAMBS G 1 X BUCK
DIRECT TO
MASONRY MASONRY 'D MASONRY
OPENING OPENING TYP. HEAD
& JAMBS
FRAME 4-9116" JAMB ,M
. _ 6-4/16"JAMB: N
2X BUCK 7— DIRECT TO
1 2XBUCK MASONRY
in JAMB (TYP.)
� Uo �' (SEESHEEt7) �
_1INSWING — ^ O
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.CONCREfEANCHORNOTES: BUCKANCH00:MG STRIKEJAMB
1. Concrete onchoriocaitons of the comewmaybe adjusted to maintain the min.
. edge distance to:moriar joints.
2. Concrete anchorlocations noted as MAX. ON CENTER" must be adjusted to
maintain the min. edge distance 10 mortarjoinfs,.additionalconcrete anchors DIRECT
may be required to ensure the "MAX. ON CENTER" dimension are not exceeded. MASOP
3. Concrete anchor table:
iX BU
2X BU
SANGHOR
ANCHOR
�
MIN CLEARANCE
M►N GLEARANC'E;
TYPE -
�SfZE
.• .;MIN
EMBL?DMENT
70 MASONRYADJACENT
' .........AIJCHOR..
--
>...::
_ :•
a>.EDGE...,
ITW
TAPCON
1/4"
1I/4
2
4
ELCO m
ULTRACON
T/„
4
i-1/4"
1"
4"
TAPCON
3J76"
1-T/d"
3„
.WOOL) SCREW INSTALLAHON NOIES:
1. Maintain a minimum SlW edge.distonce, I"end distance, & I"o.c: spacing of
wood screws to prevent the spitting of wood.
H OUTSWING
•a'
TYP. Cv? SILL _
FRAMEANCHORING
Masonry 2X buck construction
HINGE DETAIL LATCH & DEADBOLTDETAIL
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FL15220 R2 II (c) lnst 15,220.1.pdf
BILL OF MATERIALS
ITEM 8
DESCRIPTION
MATERIAL
A
I BUCK SG>= 0.55
WOOD
B
2X.BUCK SG >= 0.55
WOOD
C
1/4" MAX..SHIMSPACE
0
1/4" X 2-3/4" PFH ELCO OR ITW CONCRETE SCREW
'STEEL
E
MASONRY -3,OOOPSIMIN. CONCRETE CONFORMING TOACI
301 OR HOLLOW BLOCK CONFORMING TO ASTM C90"
CONCRETE
G
-3/1N'x3-1/4"PFH ITW CONCRETE SCREW
STEEL
H
1 /4" X 3-1 /4' PFH ELCO OR lTW CONCRETE SCREW
STEEL
1
i /4" X 1-3/4' PFH ELCO OR ITW CONCRETE SCREW
STEEL
,9
IM' X 3.3/4" PFH ELCO OR ITW CONCRETE SCREW
STEEL
K
1'/4° X 2-1 /4' ITW CONCRETE SCREW- _
STEEL
L
#10 X 2A /7' PFH WOOD SCREW (1.15' MIN: EMBEDMENT)
STEEL
M
3/1N'X2-1/4":TTWCONCRETE SCREW.
STEEL
N
3/16':X 2 3/4' ITW CONCRETE SCREW ;
STEEL
P
I 1 /4" X 2-1 /4" PFH ELCO CONCRETE SCREW
STEEL
1
I.POLY.FIBERJAMB
COMP./VINYL
2
FINGER JOINTED PINE FRAME -
WOOD
7
1 WEATHERSTRIP
FOAM
8
DOOR BOTTOM SWEEP
VINYL
9
4" X,4" BUTT HINGE
STEEL
11
#9 X 3/A" PFH WOOD SCREW
STEE
27
LATCH STRIKE PLATE
STEEL
28
DEADBOLT STRIKE PLATE
STEEL
30
OUTSWING THRESHOLD
ALUM/WOOD
34
OUTSWING THRESHOLD
ALUM/WOOD
37
INSWING THRESHOLD
ALUM/WOOD
40
DOOR PANEL -SEE DOOR PANEL DETAILSHEEf FOR CONSTRUCTION DETAILS
58
#8 X T PFH WOOD SCREW
STEEL
4;5tS �' in
C�37 INSWING THMHOTD
OLP 11SCS1.
;
i--2.44!' 2.13 '-.-1
T POLYFlIERJAMB
Plosipro
I 4.56"
' 2 WOOD JAMB
ram^,
0.52"
T WEATHERSTRIP
t� ura nrce
4.5b"
I
OUTSWING THRESHOLD
DLP (QOSR)
2.M'
(oiDooR 80TTOM SWEEP
(�1 OUISWLNG THRESHOLD
"~ Cffbi Nigh Dom1581)
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