HomeMy WebLinkAboutPRODUCT APPROVAL FIBERGLASS DOORLJ
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ONELITE SERIES
FLUSH GLAZED FIBERGLASS DOOR
INSWING J OUTSWING
"IMPACT„
GENERAL NOTES
7'. This product has been evaluated and is in. compliance with the 2010 Florida Building
Code (FBC) structural requirements excluding 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 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 V and includes Wind Zone 4 as defined in ASTM El996
and Section 1609.1:2.4 of'therFBC
4. For 2x stud framing construction, anchoring of these units shall be the some 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.
TABIF OFCOMI M5
SHEET#
DESCRIPtMON
1
Typical elevation, design pressures, S general notes
2
Dabr panel details
3
Horizontal cross sections
4
Vertical cross sections
5
Buck and frome anchoring - 2X buck masonry construction
6
Frame anchoring -1 X buck masonry construction
7
Bill of materials, glazing detal & components
F_37,5517'MAYLOVERAII
FRAME WIDTH
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INSWING
37.50" x 82.00"
26.25" x 65.93"
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7926' MAX. DOOR PANEL HEIGHT
65.93"MAX. D.L.O. HEIGHT
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E PRODUCT: Documents Prevored By:
o PLASTPPO INC. Bu11DIN0 CONSULTANTS. INC.
FTBERGLASS DOOR P.o. Bo, 230 voi:.co FL. 33595
N I Phone No.: 813.659.9197
IN N P 2 PART OR ASSEMBLY: Florida Bo.rtl f Pnofe i... I Engineer.
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REVISED GLAZING DETAILRW DOOR PANEL DETAILS 2�- Z.Z%.DATE BY
REVISIONS i Lyndon F. Sehmidl, P.E. No. 43409
2012 R.W. 6NILCINP 00N0UITANT9 INO.
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r7 PLASTPRO INC. —I'9UIIDINO CONSULTANTS, INC.
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FlBERGLASS DOOR P.O. Box 230 valNco FL 33595
1 N Phone No.: 813.650.9197
W N ? LY: Florida Board of Profeealondl EngInaere
PART OR ASSEMB
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Iul y X in 1 2 27 13 REVISED GLAZING DETAIL RW HORIZONTAL CROSS SECTIONS ��1iG►'X-27--i3
`I w NO DATE BY
REVISIONS Lynaon F. Schmidt, P:E. No. W409
® 9017 H.W. BUILaINa CON9ULrANre 1Na.
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PLASTPRO INC.
FIBERGLASS DOOR
Gp eU:LDING CONSULTANTS. INC.
J1.P.O. Bo. 230 Vahlaa Fl_ 33393
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PART OR ASSEMBLY:
1
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REVISED
GLAZING DETAIL
BY
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VERTICAL CROSS SECTIONS
{yndon F. Sohmlot, P.E No. 43400
NO
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DATE
REVISIONS
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R.W.
9111LDIND
GONBtILTANT. F.D.
MASO'
OPEN
2X
BUCK ANCHORING STRIKE JAMB
CONCRETE ANCHOR NOTES:
1. Substitution of equal concrete anchors from a different supplier may have different edge
distance and center distance requirements.
2. Concrete anchor locations at the comers may be adjusted to maintain the min. edge
distance to mortorjoints. If concrete anchor locations noted as MAX. ON CENTER"must be
adjusted to maintain the min. edge distance to mortar joints, additlonal concrete anchors
may be required to ensure the MAX. ON CENTER' dimenslons ore not exceeded.
3. Concrete anchor table:
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2X BUCK
FRAMEANCHOR
Masonry 2X buck construction
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Masonry 1 X buck construction n�
CONCRETE ANCHOR NOTES.
1. Substitution of equal concrete anchors from a different suppriermay have different edge
distance and centerdatance requirements.
2 Concrete onchorlocatlons at the corners may be odusted to maintain the min. edge
distance to mortar joints. ff concrete anchor locations noted as MAX. ON CENTER" must be
adjusted to maintain the min. edge dsfonce to mortar joints, additional concrete anchors
may be required to ensure the MAX. ON CENTRE" dimensions are not exceeded.
3. Concrete anchor table:
ANGHe3K;
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AWPM NO:
FL-15215.11
U 6 or 7
BILL OF MATERIALS
ITEM
DESCRIPTION
MATERIAL
A
1XBUCKSG>=0.55
WOOD
B
5BUCK SG >= 0.55
WOOD
C
1/4" MAX. SHIM SPACE
D
1/4 X 2-3/4" PFH ELCOOR ITW CONCRETE SCREW
STEEL
E
MASONRY - 3,192 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
H
1/4"x3-1/4"PFHITW CONCRETE SCREW
STEEL
J
1/4" X 3.3/4" PFH ITW CONCRETE SCREW
STEEL
K
#9 X 2-1 /7' PFH WOOD SCREW
STEEL
L
#10 X 2-1 /2' PFH WOOD SCREW
STEEL
M
#9 X 2-1/4" PFH WOOD SCREW
STEEL
7
Q-LON 650 WEATHER STRIP SCHLEGEL
FOAM
9
4" X 4" BUTT HINGE
STEEL
- 10-
NOT USED - - - -- - - - -� - -
- ---- -- -
11
#9 X 3M' PFH WOOD SCREW.
STEEL
17
KWIKSET KEYED ENTRY -SIGNATURE SERIES
STEEL
18
KWIKSET DEADBOLT -SIGNATURE SERIES (780)
STEEL
20
FINGER JOINTED PINE FRAME. HEAD &HINGE JAMBS
WOOD
21 -
POLYFIBER JAMB
COMP. / VINYL
27
LATCH STRIKE PLATE
STEEL
28
DEADBOLT STRIKE PLATE
STEEL
30
WEATHER -STOP 3647 HOLM INDUSTRIES
VINYL
31
OUTSWING BUMP THRESHOLD
ALUM. / WOOD
33
INSWING ADJUSTABLE THRESHOLD BY ENDURA
ALUM. / WOOD
34
INSWING ADJUSTABLE ALUMINUM THRESHOLD BY DLP
ALUM. / WOOD
38
GLAZING SPACER
ALUM.
39
GLAZING BEAD
PVC
40
DOOR PANEL - SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS
41
DOOR SKIN (MIN.0.075'THICK)
FIBERGLASS
42
TOP RAIL
CELLULAR PVC
43
LATCH & HINGE STILE
CELLULAR PVC
44
LOCK REINFORCEMENT
WOOD
45
BOTTOM RAIL
CELLULAR PVC
46
POLYURETHANE FOAM BY NAN YA
POLYURETHANE
47
CONTINUOUS LATCH & HINGE STILE REINFORCEMENT
WOOD
49
GLAZING COMPOUND DOW 995
SILICONE
$0
HEAD L SIDE
J�nb
ADJUSTABLE INSWING THRESHOID
60 L SIDE
P: Rberlamb
`�-
-4.68*-
I" OM.
5SS
BITE
THK.
1 /8" TEMPERED
GLASS
AIR SPACE
1/8-ANNEALED GLASS
.090"BUTACITE PVB
BY DUPONT
1/8' ANNEALED GLASS
A
GI GLAIINGDETAIL
Ad
m
DATE- 02/ 15/ 12
souF: N.T.S.
DWG. er: X
nay. er: LFS
DRAWNG NO.
FL-15215.11
s"EEr 7 or 7