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GENERAL NOTES i5z a �
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1. This product has been evaluated and it In:compilance with the 5th Edition(2014) G z
Florida Building Code JFBC)structural requirements excluding the"High Velocity m of
Hurricane Zone"(HVHZ). a a a
2. Product anchors shall be as gsted.and spaced as shown on details.Anchor m
embedment to base material shall be beyond wag dressing or stucco. a
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3. When used in areas requiring wind bome debris protection this product complies with
Section 1609:12:of the FBC and does not require.an Impact resistant covering.This
product meets missile level"D and.exciudes Wind Zone 4 as defined 1n ASTM E 1996 r
o and Section 1609.12.2 of the FBC: � z
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4, .For 2K stud framing construction,anchoringof these units shall be the same as that
shown for2R buck masohry construction.
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� 5, Site conditions that deviate from the details of this drawing requite further �
engineering analysis by a licensed engineer or registered architect. (L z
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TABLE OF CONIENiS
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1 lypicatelevation,design pressures.8,generalnotes 37.50" ^z o
2 Dow pariel detoils INSWING x +65.0 65.0 02108112
3 Horizontal cross sections 82.00"
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4 Vertical cross sections 3 . DW&W. JK m'
a 5 Buck and frame anchoring OUTSWING x. +65.0 -65.0 CNL W. LFS. 3
6 Bill:of materials&components 81.13" DW AND NO-'
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PLAS'TPRO Lyndon F. Schmidt !i,�(`••'•• ORIDR,••aQ\`���`
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UPDATE 70 5TH ED. 2014 FBC �Bly
�J/(/ P.O. Box 230,VDIHco, FL 33595
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REVISIONS FBPE CA No,9813
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1 4 27 15 UPDATE TO 5TH ED. 2014-FBC JK PART OR ASSEMBLY: RA E x 2305 ING CO VaIFIAOMo•S.'FL�33595
IO7 V [J NO DATE BY HORIZONTAL CROSS SECTIONS V Phone No.: 813.659.9197
REVISIONS FBPE C:A..No. 9813
®201 2 R.W.BUILDING CONBULTANT8 INC.
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K) NO DATE BY' Phone.No.i 813.859.9197
REVISIONS FBPE CA.No. 9813
02013 R.W.SUILGING.CGNGLILTANTe[No.
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L 2X BUCK Z a
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&JAMBS DETAIL 1 \ J` L O1 9 m.°e'w
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BUCKANCHORING STRIKEJAMS FRAME ANCHORING HINGE.JAMB e o
Masonry constiv Q
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d CONCRETE ANCHOR NOTES:
�r 1.Concrete anchor locations at comers may be adjusted to maintain the min. o
e edge:dWance to morfarlolnts. 1 X BUCK H Z
$ 2 Concrete anchor locations noted as MAX.ON CENTER"must be adjusted to 9
8 maintcLTlhem(n.edge:dlatonce to mortarjoinfs,dddifionai concrete anchors 2X BUCK L m
may be required to en"6 the MAX.ON CENTW dimensions are not exceeded. 28 H 1X BUCK 1 X BUCK H 9 i
3 Concrete anchor table: D a c
AhICHt3R NCHCSaM
N t~lEARRtICt MIN CIEAI{ANC 2X BUCK L L 2X BUCK 2X BUCK L TO MAY 1TJ ADJACENT v
...,...:EDGE ...:..... .....:ANGfIORE` 1X BUCK M w>E02/08 12 i3/16" 3" 1-1/T 27 D scan N.T.S.
TAPCONowc.ew. JK m
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WOOD SCREW INSTALLATION NOTES: ow�wNc Noc a
1.Mainfaln a-minimum 5/8'edge distance,Y'end distance,&1"o.c.spacing of LATCH 3 DEADBOLTDETAILHINGE DETAIL 2 FL-15187.1
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iL Wood screva to prevent the spUtting of wood.
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BILL.OF MATERIALS ~=�'y'j! >; •W$o&:" M
IFEM DESCRIMON MATERIAL 4.56" n V• * !Z 4 Z n
A iX BUCK SG WOOD. _0
B 2X.BUCKSG>=0.55 WOOD 'i.,y'•. ••'° � °cgn"r
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C T/4"MAX.SHIM SPACE
D 1/.4!'X 2.3/4"PFH ELCO OR ITW CONCREIE SCREW STEEL
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MASONRY-3,000 PSI.MIN.CONCRETCONFORMING TO ACI I o.a 0'
E CONCRETE 2.;W — �t�213° y a c� ;Z.�'
301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 u: e E m z o o
H 3/16°X31/4"PFH ELCOOR RWCONCRETE SCREW STEEL \(�tl, og 90o
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HEAD bSIDE ! va r
J 1/4"X3-3 PFH ELCO OR ITW CONCRETE'SC.R.EW STEEL )a--- a � -m m.a.
L #8 X 2-1/2'PFH"WOOD.SCREW STEEL Polyfiber)amb LL `
M #8 X 1=1/7'PFH WOOD SCREW STEEL c -; �1-
1 POLY FIBER JAMB COMP./VINYL o d
2 FINGER JOINTED PINE FRAME WOOD
7 WEATHERSTRIP FOAM
9 4!,X 4 BUTT HINGE STEEL
11 99 X 3/4'PFH WOOD SCREW STEEL ^ Z(x
27 LATCH STRIKE PLATE STEEL
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28 DEADBOLT.STRIKE PLATE(SECURITY) STEEL
30 DOOR BOTTOM SWEEP VINYL I o�
33 OUTSWINGTHRESHOLD ALUM./WOOD — —il EL m� �.
34 INSWING ADJUSTABLE THRESHOLD ALUM./WOOD 2a6" 22" � : m�
40 DOOR PANEL=SEE DOOR.PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS of p
46 ADATHRESHOLD ALUM 2 WOOD JAMB 0
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USTABLE INSWING THRESHOLD 0[RSWING THRESHOLD
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DRAWM NO.:
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