HomeMy WebLinkAboutProducts Review; Series O Fiberglass Doorplastpro
5200 W. CENTURY BLVD.
LOS ANGELES, CA 90045
Smooth / Wood Grain / White Wood Grain
Rustic / Mahogany
Series O Fiberglass Door
INSWING / OUTSWiNG
iiwmcr
GENERAL NOTES
1. This product has been evaluated and is incompliance 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 "HVI-IT'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 bome debris protection, this product
compiles with FBC Sections 1609.1.2 & R301.2.12 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 1609.122 & R301.212.1.
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"HVHZ". All other configurations do
not meet the water infiltration requirements for the "HVI-IT' 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
SHEET#
I 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 (Ix 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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CONFIGURA710N
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DIMENSION ::.POSITIVE
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SEE HARDWARE TABLE
� DOOR PANEL
CAP (PVC)
KWIKSET
KNOB: SIGNATURESERIES
± 75
DEADBOLT'. SIGNATURE SERIES (980)
SCHLAGE
KNOIL -rSERIES (FSI)
t 75
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PAMEX
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MUL71POINY LOCr. HLS900D 3-POINr TONGUE
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ENDURA
MULTIPOINT LOCK' TIULENNIUM3D00(3-PT)
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1 HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION 3 HORIZONTAL CROSS SECTION
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A
1XBUCKSG>=0.55
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B
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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
G
3/16" x 3-1 /4"PFH ITW CONCRETE SCREW
STEEL
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1/4''X 1-3/4"PFH ELCO OR ITW CONCRETE SCREW
STEEL
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1 /4" X 33/4" PfH ELCO OR ITW CONCRETE SCREW
STEEL
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1/4" X 2-1/4" ITW CONCRETE SCREW
STEEL
L
#10 X 2-1/T' PFH WOOD SCREW (1.15" MIN. EMBEDMENT)
STEEL
M
3/16" X 2-1/4" fTW CONCRETE SCREW
STEEL
N
3/16" X 2�/4" ITYJ CONCRETE SCREW
STEEL
P
1 /4" X 2-IX PFH 0.00 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
STD
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#9 X 3/4" PFH WOOD SCREW
STEEL
22
3 POINT "TONGUE" MULTIPOINf LOCKSEi (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
#B X 7' PFH WS
STEEL
60
MULTIPOINT STRIKE PLATE
STEEL
62
ENDURA TRILENNIUM 300D LOCK ASSEMBLY
STEEL
6�
30 ODISWING THRESHOID
DIP (Q SR)
N a.6W
, fWINGTHRESHOLD
32 DIP (Q, I
OLRSWING THRESHOLD
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31 OUiSW'NG THRESHOLD
Coumbia (S")
r_a1=I T rz- w,
0111SW ING THRESHOLD
Qld. (Z•Sades)
9INSWING THRESHOLD
36 ld—. (zsades)
38 INSWINGTHRESHOID
Columbia
INSP WI(NG�scx) THRESHOLD
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DLP cm wt LFS
DPAWM NO-
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D TYP. HEAD
.... &JAMBS `
MASONRY '71 OPENING
2X BUCK
Cl
BUCK ANCHORING
CONCREIEANCHOR NOTES:
1. Concrete onchorloaatiorss of the cornea dpu may be ated to malntaln the min.
edge d[stance to modarjoinfs.
2 Concrete anchwfocaffara noted as MAX. ON CEMHtnnut be a4 fed to
mainfaln the mh edge distance to modarlobts, additional concrete anchors
maybe required to ensure the •MAR. ON CEMHt• dunensbn are not exceeded
3. Concrete anchor table:
ANCHOR
ANCHOR;
JNIN-,;
MIN CLEARANCE
i171N CLEARANCE
TYPE '-
SRE ';
EMBEDMENT
TO MAsoNRY
TD ADJACEM ;:
�4°
TAPCON®
1/
1- 1fir
2`
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T
WRACON
IRY ®
3/16•
1.1/1'
AS SHOWN
1.1/2—
TAPCON
I I. WOOD SCREW INSTALLATION NOTES:
Marmon a minimum 5/ir'edge distance. 1° end distance, a 1"o.c. spacing of
wood screws to prevent the spHting of wood.
4-9/16" JAMB P DIRE T JAMB [TYP.)
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MASONRY M
M MASONRY
28
1XBUCK G
G 1XBUCK
2X BUCK L
2X BUCK 58
58 2XBUCK
1X BUCK 11
DIRECTTO
M MASONRY
11
DIRECT TO 11
MASONRY
G 1XBUCK
27
i
56 2X BUCK
LATCH i DEADBOLT DETAIL
HINGE DETAIL
Inswing
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HINGE DETAIL
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ENDURATRILENNIUM3000 STRIKE JAMB DETAIL °wL BY. LFS 3
3 pt. Lock DRW=
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2X BUCK
IX BUCK
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IXBUCK
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IX BUCK
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