HomeMy WebLinkAboutProduct Approval (2)last ro
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
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. For 2x stud construction, anchoring of these units shall be the same as that shown for 2x 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. Outswing configurations meet water infiltration requirements for "HVHT'. All other configurations do
not meet the water infiltration requirements for the "HVHT' 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.
07 !-!\II \IAV /'1\ /rf1 A I 1
FRAME WIDTH
TABLE OF CONTENTS
SHEET #
DESCRIPTION
SHEET #
DESCRIPTION
1
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 (1X Buck)
10
Buck and frame anchoring
5
Horizontal & Vertical Cross Sections (Direct to Masonry)
11
Components
6
Vertical Cross Sections (Thresholds)
12
Bill of materials
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See sheets 2 for hardware design pressure limitations
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DATE: 02116112
SCALE: N.T.S.
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DRAWING NO.:
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DATE: 02116112
SCALE: N.T.S.
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MANUFACTURER
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KNOB: SIGNATURE SERIES
1 HORIZONTAL CROSS SECTION
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SEE HARDWARE TABLE
SEE HARDWARE TABLE
LATCH STILE (LVL) CAP (PVC)
HARDWARE TABLE
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MAX, DESIGN.
MANUFACTURER
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PRESSURE: SIF
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KNOB: SIGNATURE SERIES
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DEADBOLT: SIGNATURE SERIES (980)
KNOB: "F" SERIES (F51)
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SCHLAGE
"B"
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DEADBOLT: SERIES (B60/62)
LEVER: FL3B SERIES
PAMEX
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DEADBOLT: FD7 SERIES
HOPPE
MULTIPOINT LOCK:
HLS9000 3 -POINT TONGUE
+ 50
ENDURA
MULTIPOINT LOCK:
TRILENNIUM 3000 (3 -PT)
+-75
See sheets 5 and 6 for multipoint lock details.
INTERIOR
FOAM CORE
(POLYURETHANE -
1.9 PCF MIN.)
FIBERGLASS SKIN
(0.125' MIN. THK.)
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DATE: 02116112 1
SCALE: N.T.S.
DWG. BY: JK
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DRAWING NO.:
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DATE 02116112
SCALE: N.T.S.
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DRAWING NO.:
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DATE: 02116112
SCALE: N.T.S.
DWG. BY: JK
CHK. BY: LFS
DRAWING NO.:
FL -15210.1
SHEET 6 OF 12
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EXTERIOR INTERIOR
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EXTERIOR [M _ INTERIOR
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DATE: 02/16/12
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DWG. BY: JK
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CHK. BY: LFS
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DRAWING NO.:
FL -15210.1
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DATE: 02/16/12
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Tongue system DRAWING NO.:
FL-15210.1
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ENDURA TRILENNIUM 3000
3 pt. Lock
4'
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DATE: 0211611
SCALE: N.T.S.
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CHK. BY: LFS
DRAWING NO.:
FL -15210.1
SHEET 9 OF 12
E
A
MASONRY
OPENING
2X BUC
4"
(TYP.)
BUCK ANCHORING
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:
ANCHOR
ANCHOR
" " MWMIN.
CLEARANCE
A/IIN: CLEARANCE
tYPESIZE
EMBEDMENT
10:MASONRY
TO ADJACENT
G
1 X BUCK
EDGE
ANCHOR
ITW ®
1/4"
1-1/4"
2"
4"
TAPCON
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ELCO ®
1/4"
1-1/4"
1"
4"
ULTRACON
MASONRY
G
1 X BUCK
3/16"
1-114"
AS SHOWN
1-1/2"
TAITW
LATCH & DEADBOLT DETAIL
1, WOOD SCREW INSTALLATION NOTES:
Maintain a minimum 5/8" edge distance, 1"end distance, & i"o.c. spacing of
wood screws to prevent the splitting of wood.
STRIKE JAMB
4-9/16" JAMB P DIRECT TO MASONRY JAMB (TYP.) `N� ......... �1:1
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02116112
LE: N.T.S.
BY. JK
BY: LFS
WING NO.:
FL -15210.1
Er 10 of 12
M
MASONRY
28
1 X BUCK
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1 X BUCK
2X BUCK
2X BUCKri
0
58
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M
MASONRY
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MASONRY
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27
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LATCH & DEADBOLT DETAIL
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02116112
LE: N.T.S.
BY. JK
BY: LFS
WING NO.:
FL -15210.1
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V
UTSWING THRESHOLD
LP (QOSR)
N 4.68"
N
OUTSWING THRESHOLD
$2 DLP (QOSH)
33 OUTSWING THRESHOLD
Endura (Z -Series)
3b INSWING THRESHOLD
Endura (Z -Series)
34 OUTSWING THRESHOLD
Columbia High Dam (581)
31 OUTSWING THRESHOLD
Columbia (575)
5.63"
4.56" � �
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r, -'N POLY FIBER JAMB
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$ INSWING THRESHOLD
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INSWING THRESHOLD
DLP (ISCS)
M
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WOOD JAMB
4.56"
29 ADA THRESHOLD
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DATE 02116112
SCALE: N.T.S.
DWG. BY: JK
CHK. BY: LFS
DRAWING NO.:
FL -15210.1
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DATE: 02/16/12
SCALE: N.T.S.
DWG. 9Y: X
CHK. BY: LFS
DRAWING NO.:
FL -15210.1
12 OF 12
U
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0
N
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
114'X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW
STEEL
E
MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI
1301 OR HOLLOW BLOCK CONFORMING TO ASTM C90
CONCRETE
G
3/16" x 3-1 /4" PFH ITW CONCRETE SCREW
STEEL
I
114'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
K
1/4!'X 2-1 /4" 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
8
DOOR BOTTOM SWEEP
VINYL
9
4'X 4" BUTT HINGE
STEEL
11
#9 X 3/4" PFH WOOD SCREW
STEEL
22
3 POINT'TONGUE" MULTIPOINT LOCKSEf (Mfg. BY HOPPE)
STEEL
23
MULTIPOINT STRIKE PLATE (TONGUE SYSTEM)
STEEL
25
LATCH AND DEADBOLT STRIKE PLATE (TONGUE SYSTEM)
STEEL
27
LATCH STRIKE PLATE
STEEL
28
DEADBOLT STRIKE PLATE (SECURITY)
STEEL
29
ADA THRESHOLD
ALUM
30
OUTSWING THRESHOLD
ALUM/WOOD
31
OUTSWING THRESHOLD
ALUM/WOOD
32
OUTSWING THRESHOLD
ALUM/WOOD
33
OUTSWING THRESHOLD
ALUM/COMP
34
OUTSWING THRESHOLD
ALUM/WOOD
36
INSWING THRESHOLD
ALUM/COMP
37
INSWING THRESHOLD
ALUM/WOOD
38
INSWING THRESHOLD
ALUM/COMP
40
DOOR PANEL - SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS
-
55
#10 X 1-1/2" PFH SCREW
STEEL
57
BACKING PLATE
STEEL
58
#8 X 2" PFH WS
STEEL
60
MULTIPOINT STRIKE PLATE
STEEL
62
ENDURA TRILENNIUM 3000 LOCK ASSEMBLY
STEEL
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DRAWING NO.:
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