HomeMy WebLinkAboutNOA - FL15210P last ro
5200 W. CENTURY BLVD.
LOS ANGELES, CA 90045
Smooth / Wood Grain / White Wood Grain
Rustic / Mahogany
GENERAL NOTES
Series O Fiberglass Door
OUTSWING
"IMPACT"
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 "HVHT' 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 "HVHT' requiring wind borne debris protection, this product
complies with FBC Sections 1609.1.2 & R301.2.1.2 and does not require an impact resistant covering.
This product meets missile level "D" and includes Wind Zone 4 as defined in ASTM E 1996 and FBC
Sections 1609.1.2.2 & R301.2.1.2.1.
5
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For 2x stud construction, anchoring of these units shall be the same as that shown for 2x buck masonry
construction.
Site conditions that deviate from the details of this drawing require further engineering analysis by a
licensed engineer or registered architect.
Outswing configurations meet water infiltration requirements for "HVHT'.
TABLE OF CONTENTS
SHEET#
DESCRIPTION
1
Typical elevation, design pressures, & general notes
2
Door panel details
3
Lite frame details and glazing details
4
Horizontal & Vertical Cross Sections (2X Buck)
5
Horizontal & Vertical Cross Sections (1X Buck)
6
Horizontal & Vertical Cross Sections (Direct to Masonry)
7
Vertical Cross Sections (Thresholds)
8
Buck and frame anchoring
9
Frame anchoring
10
Bill of materials and components
37.5" MAX. OVERALL _
FRAME WIDTH
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DIMENSION
DESIGN PRESSURE (PSF)
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DESIGN PRESSURE (PSF)
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POSITIVE
NEGATIVE.
POSITIVE
NEGATIVE
37.5" x 97.0"
+65.0
-65.0
+50.0
-50.0
See sheets 2 & 3 for hardware and lite frame design pressure limitations
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HARDWARE TABLE
MAX. DESIGN
MANUFACTURER
MODEL
PRESSURE SEj
KNOB:
SIGNATURE SERIES
KWIKSET
DEADBOLT:
SIGNATURE SERIES (980)
± 65
SCHI.AGE
KNOB:
"F SERIES (F51)
"B"
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DEADBOLT:
SERIES (B60/62)
-
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"PRESTIGE"SERIES (180)
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DEADBOLT:
TOP RAIL
FIBERGLASS SKIN
(0.125" MIN. THK.)
FOAM CORE
(POLYURETHANE -
1.9 PCF MIN.)
BOTTOM RAIL
(COMP.)
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24.22" MAX.
FRAME WIDTH
20.50" MAX.
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INTERLAYER
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AIR SPACE
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ALUMINUM SPACER
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INT.
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AIRSPACE
1/8 TEMPERED GLASS
1/2" NON -GROOVE SWIGGLE
w/ DELCHEM#80 POLYSULFIDE
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#10 X 1-3/4" PPH WOOD SCREW
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1 HORIZONTAL CROSS SECTION
5 Shown w/ 1 X sub -buck
Outswing
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2 HORIZONTAL CROSS SECTION
5 Shown w/ 1 X sub -buck
Outswing
3 VERTICAL CROSS SECTION
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SCALE: N.T.S.
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EXTERIOR INTERIOR
5 VERTICAL CROSS SECTION
G Shown Direct to Masonry
Outswing only w/ 4-9/16' jamb
40
1-1 /4' MIN.
EMB. (TYP.)
1 HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION
b Shown Direct to Masonry b Shown Direct to Masonry
Outswing only w/ 4-9/16" jamb Outswing only w/ 4-9/16' jamb
EXTERIOR
INTERIOR
6 VERTICAL CROSS SECT/ON
6 Shown Direct to Masonry
Outswing only w/ 6-9/16' jamb
1-1 /4" MIN.
EMB. (TYP.)
3 HORIZONTAL CROSS SECTION
6 Shown Direct to Masonry
Outswing only w/ 6-9/16' jamb
DATE: 6118112
SCALE: N.T.S.
DWG. BY: JK
CHK. BY: LFS
DRAWING NO.:
FL-15210.7
SHEET 6 OF 10
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SCALE: N.T.S.
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MASONRY7 & JAMBS N MASONRY TYP. HEAD &
OPENING I OPENING JAMBS
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BUCK ANCHORING
CONCRETE ANCHOR NOTES:
I. 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
MIN.:
MIN. CLEARANCE
MIN. CLEARANCE
TYpE
SIZE
EMBEDMENT
TO. MASONRY
TO ADJACENT
_
fDGE
_ ANCHOR_
ITW ®
1J4„
1-1/4"
2„
4"
TAPCON
ELCO ®
1/4„
1-1/4"
1"
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ITW
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1-1/4"
3"
1-1/2"
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1 X BUCK
I BUCK
LATCH AND DEADBOLT DETAIL
Kwikset Signature Series
6"
(TYP.)
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STRIKE JAMB
H 1 X BUCK
58 2X BUCK
2X BUCK 2$El 1X BU(
2X BU
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1 X BUCK H
2X BUCK 5$ 27
LATCH AND DEADBOLT DETAIL
Schlage F & B Series
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DATE: 6118112
SCALE: N.T.S.
DWG. BY: JK
CHK. BY: IFS
DRAWING NO.:
FI-15210.7
SHEET 8 OF 10
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LATCH AND DEADBOLT DETAIL
Schlage F 8� B Series
M
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LATCH AND DEADBOLT DETAIL
Kwikset Signature Series
HINGE DETAIL
CONCRETE ANCHOR NOTES:
1. Concrete anchor locations at the comers 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:
:ANC . HdR
ANCHOR:
M►N.
MIN.I CLEARANCE
MIN. CLEARANCE
—PE
:SIZE
EM8EDMENT'
TO,MASONRY
TO ADJACENT
EDGE
ANCHOR
ITW ®
1/4"
1-1/4"
2"
4"
TAPCON
ELCO ®
1/4"
1-1/4"
1"
4"
ULTRACON
ITW ®
3/16"
1-1/4"
AS SHOWN
1-1/2"
TAPCON
I, WOOD SCREW INSTALLATION NOTES:
Maintain a minimum 518"edge distance, I"end distance, & I"o.c. spacing of
wood screws to prevent the splitting of wood.
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FRAME
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D 6-9/16" JAMB
DIRECT TO
MASONRY
HEAD (TYP.)
4-9/16" JAMB MN
6-9/16" JAMB N
DIRECT TO
MASONRY
_ JAMB (TYP.)
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BILL OF MATERIALS
ITEM #
DESCRIPTION
MATERIAL
A
1 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" x 3-1 /4" PFH ITW CONCRETE SCREW
STEEL
I
1 /4" X 1-3/4' PFH ELCO OR ITW CONCRETE SCREW
STEEL
J
1 /4" X 3-3/4' PFH ELCO OR ITW CONCRETE SCREW
STEEL
L
# 10 X 2-1 /2" PFH WOOD SCREW (1.15" MIN. EMBEDMENT)
STEEL
M
3/16" X 2-1 /4" ITW CONCRETE SCREW
STEEL
N
3/16" X 2-3/4" ITW CONCRETE SCREW
STEEL
P
1 /4" X 2-1 /4' PFH ELCO CONCRETE SCREW
STEEL
1
POLY FIBER JAMB
COMP. / VINYL
2
FINGER JOINTED PINE FRAME
WOOD
7
WEATHERSTRIP
FOAM
9
4" X 4" BUTT HINGE
STEEL
11
#9 X 3/4' PFH WOOD SCREW
STEEL
27
LATCH STRIKE PLATE
STEEL
28
DEADBOLT STRIKE PLATE
STEEL
29
DEADBOLT STRIKE PLATE (SECURITY)
STEEL
30
OUTSWING THRESHOLD
ALUM/WOOD
33
OUTSWING THRESHOLD
ALUM/WOOD
34
OUTSWING THRESHOLD
ALUM/WOOD
40
DOOR PANEL - SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS
-
58
#8 X 2" PFH WS
STEEL
4.56" —{ �
2.44" 2.13"
POLY FIBER JAMB
Plastpro
4.56"
2"
OUTSW►NG THRESHOLD
DLP (QOSR)
33 OUTSWING THRESHOLD
Endura (Z-Series)
4.56' h
A
2.36' —I— 2.2' -
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Columbia High Dam (581) SME, N.T.S.
DWG. BY: JK
CHK. BY: LFS
DRAWING NO.:
FL-15210.7
sHEU 10 of 10
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