HomeMy WebLinkAboutFiberglass Doorplastpro
5200 W. CENTURY BLVD.
LOS ANGELES, CA 90045
GLAZED FIBERGLASS DOOR
INSWING / OUTSWING
'IMPACT"
GENERAL NOTES
1. This product has been evaluated and is in compliance with the 5th Edition (2014) Florida Building
Code (FBC) structural requirements excluding the "High Velocity Hurricane Zone" (HVHZ).
2. Product anchors shall be as fisted and spaced as shown on details. Anchor embedment to base
material shall be beyond wail dressing or stucco.
3. When used in areas requiring wind borne debris protection this product complies with Section
1609.1.2 of the FBC and does not require an impact resistant covering. This product meets missile
level "Y' and includes Wind Zone 4 as defined in ASTM E 1996 and Section 1609.1.2.2 of the FBC.
4. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x
buck masonry construction.
5. Site conditions that deviate from the details of this drawing require further engineering analysis
by a licensed engineer or registered architect.
TABLE OF COME=
SREE78
DESCRIPTION
1
Typical elevation, design pressures, & general notes
2
Door panel details
3
Horizontal cross sections
4
Vertical cross sections
5
Buck and frame anchoring - 2X buck masonry construction
6
Frame anchoring -1 X buck masonry construction
7
Bill of materials, glazing detail & components
37.50" MAX. OVERALL
FRAME WIDTH
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OVERALL
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,DIMENSION,
GLASS
TYPE x
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DESIGN PRESSURE (PSG;=,
POSRIVE
NEGATIVE
INSWING
37.50" x 82.00"
20.50" x 62.75"
+50.0
-50.0
G1
OUTSWING
37.50" x 80.50"
20.50" x 62.75"
+50.0
-50.0
va W. AL
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79.25' MAX. DOOR PANEL HEIGHT
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Phone No.: 813.859.9197
REVISIONS FBPE C.A. No. 9813
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Phone No.: 813.659.9197
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REVISIONS
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REVISIONS
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,7.. TYP. HEAD
MASONRY
& JAMBS
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BUCK ANCHORING
I
CONCRETEANCHOR NOTES:
1. Concrete anchor locations at the comers may be adjusted to maintain the min.
edge distance to mortarloints.
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:
ANCHpR
AN
IN
-.4
. ... . ....(YP
EMSEDMENi......
MASONRY
..............
ac
ITW
TAPCONO
1/4"
1-1/,r
2"
ELCO
1/4*
1.1/4"
1.
4"
ULTRACON6
�j 1VUU1J,,U11:VV IN51ALLAHUN NL111-1:
1. Maintain a minimum 518"edge distance, I " end distance, & I " o.c. spacing of
wood screws to prevent the spliffing of wood.
HINGEJAMB
to
TYP. HEAD &
MASONRY—T JAMBS
OPENING
FRAME
2X BUCK
F, d
Cr
F
TYP.
SILL
FRAMEANCHORING STRIKEJAMB
Masonry 2X buck construction
HINGE DETAIL LATCH & DEADBOLT DEWL
V. Bf AL
19M -�5 OF-2- JZ
HINGE DETAIL
LATCH 3 DEADBOLT DETAIL
CONCRETE ANCHOR NOTES:
1. Concrete anchor locations at the comers may be adjusted to maintain the min.
g edge distance to mortar joints.
2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to
y 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:
e
9I WOOD SCREW INSTALLATION NOTES:
1. Maintain a minimum 5/8" edge distance, 1"end distance, & 1"o,c, spacing of
wood screws to prevent the splitting of wood.
ANCHOR
ANCHOR
MIN CLEARANCE
MIN GLEA1iANCe
?.TKPE
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ITW ®
TAPCON
7/ 4"
1-1/4"
2"
4"
ELCO a
i/4"
1.7/4"
1"
4"
ULTRACON
ITW ®
3/16"
1-1/4"
3"
1.1/2"
TAPCON
i
HINGE JAMB
TYP. HEAD &
MASONRY JAMBS
OPENING
FRAME
IXBUCK
N TYP.
SILL
FRAME ANCHORING
Masonry 1X buck construction
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BILL OF MATERIALS
ITEM DESCRIPTION MATERIAL —
A
WOOD
2X BUCK SG >= OS5
WOOD
1/4'MAX. SHIM SPACE
FCD
1/4"X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW
STEEL
MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI
301 OR HOLLOW BLOCK CONFORMING TO ASTM C90
CONCRETE
F I
1 /4" X 2-1 /4" PFH ELCO OR ITW CONCRETE SCREW
STEEL
3/16"X 3-1/4" PFH ITW CONCRETE SCREW
STEEL
1/4"X 3-IXPFH ELCO OR ITW CONCRETE SCREW
STEEL
1/4"X 3-3/4"PFH ELCO OR ITW CONCRETE SCREW
STEEL#10
PL
X 2-1/T'PFH WOOD SCREW
STEEL
#8 X 2-1/7'PFH WOOD SCREW
STEEL
1/4'X 1-3/4''PFH ELCO OR ITW CONCRETE SCREW
STEEL
SEALANT
SILICONE
7
WEATHERSTRIP
FOAM
9
4" HINGE
STEEL
10
# 10 X 3/4" PFH WOOD SCREW
STEEL
20
JAMB FINGER - JOINT- PINE
WOOD
21
POLYFIBER COMPOSITE JAMB
POLYFIBER
27
LATCH STRIKE PLATE
STEEL
28
DEADBOLT PLATE
STEEL
30
DOOR SWEEP
31
OUTSWING THRESHOLD BY DLP
ALUM. / WOOD
32
ADA THRESHOLD
ALUMINUM
33
INSWING THRESHOLD BY DLP
ALUM. / WOOD
36
OUTSWING ADA BUMP THRESHOLD
ALUMINUM
40
DOOR PANEL -SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS
41
DOOR SKIN MIN.0.07S'THICK) PLAIT-PRO/NANYAFy =11,063 PSI MIN.
FIBERGLASS
42
TOP RAIL
CELLULAR PVC
LATCH & HINGE STILE
CELLULAR PVC
REINFORCEMENT WOOD FOR LOCKS
WOOD
BOTTOM RAIL
CELLULAR PVCFOAM
CORE
POLYURETHANE
r45
LATCH & HINGE STILE REINFORCEMENT
LVL
ODL LITE FRAME
ALUMINUM
#10 X 1.3/4"Plat SCREW
STEEL
1 GLAZING COPOUND REDI-SEAL BY ODL, POLYMERIC FOAM
P/MERIC FOAM
54
STRUCTURAL SILICONE DOW #995
SILICONE
55
SCREW PLUG
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OVISINING THRESHOLD HEAD d SIDE
31 QOSH 21 Polyfibulamb
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5" 4S6" zo 0
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32 D SILL
6HC =I c Jo
m
o INSWING THRESHOLD a a
o33 BCS
oct�
OUF3WV7NG ADA BUMP THRESHOLD G1
36 OSHC
Gi GLAANGDEIAIL
OVERALL
ASS THK.
1/8'TEMPERED GLASS
AIR SPACE
1 /8' ANNEALED GLASS
0.090" SAFLEXG PVB INTERLAYER
1 /8" ANNEALED GLASS
4M N.T.S.
W. AL
k en LFS
wimc NO-
FL— 17184.21
as 7 of 7