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ST. Lucie County, Permitting 37.50"MAX.OVERALL 'a,, ��`` z c;;;6
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1. This product has been evaluated and Is In compliance with the 6th Edition(2017)Florida Building o
Code (FBC)structural requirements including the"High Velocity Hurricane Zone"(HVHZ). O ?o o z
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e 2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base 1�5 m
material shall be beyond wall dressing or stucco. _
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3. When used in the"HVHT'this product complies with Section 1626 of the Florida Building Code and a y
does not require an impact resistant covering. LL ® of t
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4. When used in areas outside of the"HVHT'requiring wind bome debris protection,this product > W a a
o` complies with FBC Sections 1609.1.2&R301.2.1.2 and does not require an impact resistant covering. O p >M-
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This product meets missile level"D"and includes Wind Zone 4 as defined In ASTM E 1996 and FBC o M
Sections 1609.1.2.2&R301.2.1.2.I. CO
5. For 2x stud construction,anchoring of these units shall be the same as that shown for 2x buck masonry ^`�
construction. $N .
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= 6. Site conditions that deviate from the details of this drawing require further engineering analysis by a m w N
Nlicensed engineer or registered architect.
7. Outswing configurations meet water infiltration requirements for"HVHZ".Al other configurations do 0 0
not meet the water infiltration requirements for the"HVHT'and must be installed only in non-habitable a
g 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. ^^ 3
z TABLE OF CONTENTS N
SHEET# DESCRIPTION SHEET# DESCRIPTION ^M
€ 1 Typical Elevations,Design Pressures&General Notes 8 Horizontal&Vertical Cross Sections(Direct to Masonry) MAX DESIGN PRESSURE{P5t7 a^z 0
W 2 Door Panel Details 9 3-point lock details CONFIGURATION FRAME Dnla 02116112 °z
3 Lite frame details and glazing details 10 3-point lock details C)IMEN[SION POSITII(E NEGATIVE. N.T.S. °
4 Horizontal&Vertical Cross Sections(2X Buck) 11 Buck and frame anchoring DWO.ff(, JK m
5 Horizontal&Vertical Cross Sections(1X Buck) 12 Components X 37.5"x 82:0" +75,0 -75.0
cHN.ar: LFS 3
6 Horizontal&Vertical Cross Sections(Direct to Masonry) 13 Bill of materials DRAWMD NO.:
7 Vertical Cross Sections(Thresholds) See sheets 2&4 for hardware and lite frame design pressure limitations FL-15210.4 N
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REVISIONS FBPE C.A. No. 9813
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o Y Z FIBERGLASS DOOR P.E. No. 43409 ��ipMAl1 %�`�
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I_ pto\ 1 3 9 15 UPDATE TO 5TH ED. 2014 FBC JK rJ l� / P.O. Box 230, Valrloo, FL 33595
w N NO DATE COMPONENTS vv Phone No.: 813.659.9197
REVISIONS FBPE C.A. No. 9813
®2012 R.W.BUILDING CGNSUI-NTS INC.
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"
ALUM "
E 29 ADA THRESHOLD
30 OUTSWING THRESHOLD ALUM/WOOD i
31 OUTSWING THRESHOLD ALUM/WOOD
32 OUTSWING THRESHOLD ALUM/WOOD N N
V)
33 OUTSWING THRESHOLD ALUM/COMP w w o
34 OUTSWING THRESHOLD ALUM/WOOD N
36 INSWING THRESHOLD ALUM/COMP o o ir
37 INSWING THRESHOLD ALUM/WOOD ' ~
38 INSWING THRESHOLD ALUM/COMP o 0
40 DOOR PANEL-SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS
55 #10 X 1-1/2'PFH SCREW STEEL
57 BACKING PLATE STEEL
w
5B #8 X 2'PFH WS STEEL ^ o
60 MULTIPOINT STRIKE PLATE STEEL
z
62 END RA TRILENNIUM 3000 LOCK ASSEMBLY STEEL Oen 02116112 Z
score N.T.S. 9
DWG.er: JK m
s
CNK.ar. LFS 3
DRAWING NO.:
FL-15210.4 w
s �
sNEu 13 OF 13 N
ee