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5200 W. CENTURY BLVD.
LOS ANGELES, CA 90045
Smooth / Wood Grain / White Wood Grain
Rustic / Mahogany
Series Fiberglass Door
INSWING / OUTSWING
IMPACT'
GENERAL NOTES
1. This product has been evaluated and is In compgance with the 61h Man
(2017) Florida Building Code (FBC) structural requirements excludmg the `High
Velocity Husdcane Zone• (HVHZ).
2. Product archers shall be as fisted and spaced as shown on detaL Anchor
embedment to base material shag be beyond well dressing orstucco.
3. When used In areas requiring wild borne debris protection this product
compges wifh FBC Sections 1609.1.2 & R3012.12 and does not require on
Impact resident covering. This product meets nMe level "W and Includes Wind
Zone 4 as defined In ASTM El996 and FBC Sections 1609.122 tL R301.21.21.
4. For2xstud froming construction, anchoring of these units shag be the same as
that shown for2c buck masonry construction.
5. Site condriions that deviate from the detals of this darning require further
engfneedng anaWa by a Iiemed ergineerorregistered architect.
TABLE OF CONTENTS
SHEET#
DESCRIPTION
1
Typical elevation, design pressures.& general notes
2
Doaponeldetags
3
Hobwdolaosssectbm
4
VelEcd cross sections
5
Buck and frame anchoring -2X buck masonrycorehuction
6
Frame ancho"- IX buck masonry construction
7
BBl of materials& components
375U'MAXOA
FRAME WIDTH
•SWING
OVERALL -I
'"FRAME
DLMENSION
DESJGNPRESSURE�(PSF),
- . -
POSRIVE
INETI.ATIVE.
INSWING
37.50*xUAW
+65.0
-70.0
OUTSWING
37.50•x110.3r
+65.0
-65.0
an
W
<Z
i
rill
m
E0gg
R
W.
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3574MA)L
DOOR
PANaN7DTx
i17
LIEN
ERIOR
ERIOR
21 HORIZONTAL CROSS SECTION
LI -I-W-j
r
ss mraAn
Ca.ER PVC
1LI0'
r1xR/GEi %mosmE
�aaemaN
INTERIOR
Z VERIICALCROSSSECTION
Z
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16 INTERIOR 3 3 1(1. o4'j m u°' n Lo
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C
U
� 31 EXTERIOR
21 ti
8
7 �
3 NORROMAL CROSS SECTION
3 Sham w/I%ud+buck INle
ado
EMS. (1YP.) EMS. frYP.1 n a
S 4 ats 0.15" 3 s 5'
CSWK CWNK
12 23 23 12 R R w
6 fi 1U—n
40 INTERIOR INTERIOR 16 P- R
kk
S� p�
�mtR 3
oat
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e: 6 31 EXTERIOR EXTERIOR 73 02116112 i
vu: N.T.S.
3 8 21 40 27 4 1 me.W JK m
w m: LFS S
1 2 HORIZONTAL CROSS SECTON R mmc
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ova.
EVERIOR INTERIOR
rl VERRCAL CROSS SECTION
A W=wlsVWrld -WMM
EXIE iIOR INTERIOR
e
n'
n e
%EVERRCAL CROSS SECTION
oLq"v cmr6muon
EXTERIOR '• INTERIOR
4 4
VERUCAL CROSS SECTION
5 o w/1%subbwK
�41 VERRCAL CROSSSECRON
4 hu"coragmaum
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TYP. HEAD & JAMBS
2X
BUCK
VY
OPWING
L
SUCKANCROMING HNGEJAMB
CONCREMAVCHOR
1. Concrete anchor bcaffone at the comers may be c4usled to minidn the mh
edge distance to ffWa)*M
2 Concreleanc:hmbcaffonimfodm?AAX.ONCDiWff*Wbea*Wedto
inointalm, ft n*i. edge cWonce to nnortarldnis, adcfftbna) concrete anchor
maybe requkad to mare the -MAX ON CBffW o5vansion ore not exceeded.
Concrete onc*wtobiw
ANCHORMBa
-
MENTOMaSUNRr raAGACENr
rrw
TAPCONO 11'r 1-ifir r
ELCO 0 I/C 1-1/v 1.
ULTRACON
WOW SCREW INSTALLATION NOTES:
1. Maintaln a ffk*mm 5Ar edge dWonce, 1-end dWancs. & 1-oz. spacing of
wood sc fo prevent the spUffing of wood.
2X
BUCK
TYPE
M
RZAME
MASONRY
OPENNG
vYm
FRAMEANCHOLM
Mmonry2)Cbuds cmwhx:bon
HINGEJAMA
SYRMPMWAIL
III
F,
5 a 7
4Tas
Ix
BUCK
HM"JAMB FRAMFANCHORMG
Mowny IK WacomWction
CONCREIEANCHORNOIB:
1. Canasta anchabcalbm at the caret maybe G*Mfed fomaWan Hn min.
edge dblana) bnw )AnM
2 Conaefe andwbcMbmnofed m IMAX ON CBffWmwt beo*Wad fa
nxbtan lhem edge ddance to modnjcb2 oddUbndconowte anahom
mayberegWadtoe MOMAK ONCWWdiffendonaanotemeeded.
9. Conaebanehalable:
i T CONO 1/T 1.1/T T T
{ "Cc
1/T 1.1/T 1' T
9 ULTMCON
i nw ONe 3ni- 1.1/f r 1.1/r
L WOOD SCREW MrAWIVON NOB:
i I. MaMaAIa mhha Wedge �. Fandclbnce. A 1'0.c. spadnga
wwdacrews tnpm lHwspgmng otxoed.
9
Z.
SIMMUMR
HHIMEJAMR Sn=PIA7EWAIL
FL-7521J.1
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SUL OF MATERIALS
REM
DESCRIPRON
MATERIAL
I
MASONRY-3.000 PSI MIN. CONCRETE CONFORMING TOACI
301 OR HOLLOW BLOCK CONFORMI NGTO ASTM C90
CONCRETE
2
IXBUCKSGx055
WOOD
3
2XBUCKSGx055
WOOD
4
1/P MAIL SHIMSPACE
5
I/4X 2-3/4 PFH ELCO OR IIW CONCRETE SCREW
STEEL
6
010x2-1/2 PFH WOOD SCREW 11.15MIN. FMBEDM
STEEL
8
89x3/4PIHWOODSCREW
STEEL
9
DOOR SKIN MR 0A7S'THICK
FIBERGLASS
10
INSWING VNYL DOOR BOTIOMSWEEP BY ENDURA
VINYL
IOA
VINYL DOOR BOTTOM SWEEP 03628 BYHOLMIND.
VINYL
11
REINFORCEMENT WOOD FOR LOCK
WOOD
12
FINGER JORRED PINE JAMB
WOOD
13
#9x2-1/4'PRi WOOD SCREW
STB
14
BOTTOM RAIL
CELLULAR PVC
15
KWINGADIUSTABLETHRESHOIDBYENDURA
AWM/WOOD
15A
INSWING ADJUSTABLEALUKNUM THRESHOLD BY DIP
ALUM. j WOOD
16
FORCE 5 WEATHER SIRFPING BY ENDURA
FOAM
16A
COMPRESSION WEATHE3RSIRIP QLON 650 BY SCHLEGEL
FOAM
17
KMSET KEYED EWRY-SIGHATURESEB65
STEEL
18
KWIXSETDFADBOLT-SIGNATURESERIES 780
STEELS1
27
POLYURETHANE FOAMBY NANYA
POLYURETHANE
21
rXf BUTTMNGE
STEEL
23
POLYFIBERIAMB
COMP.MNYL
24
HINGE & LATCH SIRE
CELLULAR PVC
25
TOP RAIL
CELLULAR FVC
26 1
DEADBOLTSIRIKE PLATE
STEEL
27
LATCH STRK PLATE
STD.
28
OUTSWNGBUMPTHR6HOLD
ALUM. WOOD
29
HINGE & LATCH STILE REINFORCEMENT
LVL
30
I/4' X 33/4 PFH TTW CONCRETE SCREW
STEEL
31
89 x I' PFH WOOD SCREW
STD
32
I/4'x 3.114 PFH INN CONCRETE SCREW
STD.
33
3/16'X3-I/4' PFH IIW CONCRETE SCREW
STEEL
40
DOOR PANEL- SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS
ry I— 456'
2.12 -- 4
2AT --i
I2 I
w
MA AWU f� SNL
n IFS ^
TAT
25 59tJAMD
4-W--------
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FL-15213.1
a 7 m 7