HomeMy WebLinkAboutPRODUCT APPROVAL FIBERGLASS DOORRECEIVED
AUG 2 6 2021
ST. Lucie County, Permitting
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5200 W. CENTURY BLVD.
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LOS ANGELES, CA 90045
37-V MAX OA.
FRAMEWIDTH
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Smooth / Wood Grain / White Wood Grain
Rustic / Mahogany
Series Fiberglass Door
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INSWING / OUTSWING
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GENMLNOTES
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1. This product has been evaluated and is in compliance with the 5th Edition
(2014) Florida Building Code (FBC) structural requirements excluding the "High
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c
velocity Hurricane Zone" (HVHZ).
2. Product anchors shall be as fisted and spaced as shown on details. Anchor
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embedment to base material shall be beyond wall dressing or stucco.
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3, when used in areas requiring wind borne debris pmtecffon this product
-
compiles with Section 1609.12 of the FBC and does not require an impact
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resistant covering. This product meets missile level "W and includes Wind Zone 4
0
as defined In ASTM E1996 and Section 1609.12.2 of the FBC.
4. For 2c stud framing construction, anchoring of these units shall be the some as
w.
thatshown for 2x buck masonry construction.
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S. Site condtions that deviate from the details of this drawing require further
engineering analysis by a licensed engineer or registered architect.
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TABLEOFCOM MS
SHEETM DESCRIPTION
OVERALL DESIGN PRESSURE (PSG
oa[:
02/1
�.-
6
12
1 Typicd eb vation. " n pressaees & generd notes
'
SWfNG ti FRAME ` " -' -
DIMENSION, PO$RIVE NEGdTtVEy
s-e N.T.S.
2 Doof parsldetaTs
,..
3 Horrzonid cross sections _
4 V .0ntcoss Sections
INSWING 37.S0"x82.00" +65.0 -70.0
aac ev, LFS
5 Buck and frame ancnorinA•DC bucxmasonry construction
6 Frame anchoring- IX buck masonry construction
OUTSW ING 37.5D" z 8D.37" +65.0 -65.0
Fl-- 15213.1
ssccr 7 er 7
7 BU of matedcls 3 components
4
(2�0) 9 17
C24 29 INTERIOR
24
�EXTERIOR
T20
35.75' MAX.
GOOR
0
PA.Na w7DTH
. E
C,
0 1 1 R
s 2 X
z I'
(4➢)IQOR14ff-7.
Cl:) HORIZONTAL CROSS SEC17ON
2
L
LE12K
1
&WP-ICUIIL
i — 2.V —1
of ,N—IORCEMIOWOODoce
IMF
-T
SAM% a IATCH SW
-t I--- AT
T- 0
24 ffMG17alAICHIRIE
. ........
.
o
INTERIOR
EXTERIOR
06
I
ea
are 02/16/12
CROSS SEC77ON
OVERTICAL
LFS
—15273.1
I-I/4-MIN.
EMS. (rYP.1 W4 IR
0 x z'
d
16
2
INTERIOR
3 -e3
0 09E a=
--018 kc Q�
�3 1) EXTERIORo us
)TH LRIIO _Clll SECTION
,11.'MIN.
wllY. sub Sick e4)
1-714 1AIN. EMS. i7yp.)
EMS. (INYP.)
tiJ 4 0.75" ni
CISINK
ITYP-) (Ml 6
1223 2312
6
INTERIOR INTERIOR 16WI
--T7 p 2
31 0m EM. JK
103 iEXTERIOR -�LFS
EXTERIOR
au
m
I 4L CRC
HORE ONTAL CROSS SECTION
C='
0 twang shown7
.,so approved0
s
.t
s
a
30
2 - q VV \ p T ' LL o1 4
___...__.I l:J�� 12
�.23
12 n z a 76 z
6 ov� 6 =o
23 ti
EX ERIOR INTERIOR C 12 o
EXTERIOR INTERIOR 5 =
�1 VERTICAL CROSS SECTION
ri1 VERTCAL CROSS SECTION �I o
q Shbwn wllX sub -Duck
�4 Outsvrng shown -Moving
a'so approved c
5�
EXTERIOR INTERIOR
EXTERIOR. INTERIOR q0 yI
o IN
0 o
i w; IN
6g6 % 28 15 kl
Y ' ,n
V •e •.. . , . • e ... a ' � • arc 0<'/fE/72 �_
svice K.T.S.
VERTICAL CROSS SECTION r41VERTICAL CROSS SECTION e : JK m'
q Outnvhg cbn%umfion 4 [moving config^.mtion ; x. m: LFS 3
muawr. ro: x
FL-15215.1 a
sr » 7 ry
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TYP. HEAD & JAMBS
2x
BUCK f ^ L— • , •)
MASONRY—\
OPENING
BUCK _ANCHORING HINGEJAMS
CONCRETE ANCHOR NWFS
I. Concrete anchor locations at the corners MOY be c*sted to maintain the min.
edge distance to mortalrJoints.
2. Concrete anchor lccctiorls noted as ;MAX. ON CENTER' must be adjusted to
maintain the min. edge distance to mortcrjointS, additional concrete anchorl,
may be required to ensure the "MAX. ON CENTER' dimension are not exceeded.
3. Concrete anchor table:
"ANCHOR
NCHOR:
k
T.yPE
SIZE-
EMBEDMENT.
fdVAsoN
_...:--ANCHOR...:
114�
4"
TAIC.0
'C0
'Co
'
1/4
1-1147
4"
TE=.11
U'.
I. end distance. & I"O.C. sPccLi Of
mod screws to prevent the splifting OFwOOd.
6*
2X J
BUCK ii
TYP HEAD &
JAMBS
FRAME
MASONRY
OPENING
0
FRAME
SRIKFJAMS
Masonry 21L ,ion
21
'1-01 26
31
a 27
13
HINGEJAMS SWXE PLATE DETAIL
FL-145213.1
"N"
41.
Z,
4*.'
UZ
z
&
Ix-j
BUCK
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FRAME —
A
Is
MASONRY--
Wo
OPENING
LL
HINGE JAMB
—111AM' ANCHORING SWKEJAMR
.o."IXb.k..Mr.11 yt
LoNCR-TEANCHo"NoTES' 1. Me cornea maybe C&jftd to M=tah the miM
Concrete creho, focaffam at
edge dialanCe, to MorloCicinI5. 2. gacleanchora_ji.m
noted cis 'MAX. ON CFNTW'musf be clusfOd to
mahtain the min. edge distance to mortar] ddifl—1 concrete onchW
may be required to ensure the `MAX. ON C=%V�endon are not excedW. 21
I Concroloonchortable.' ,, 302 C26 ��33
:CLEARANCE:: MIN CLEARANCE. 31 J
�TQ
ANCHOR , R 'A - I - tCHO)K MIN-' MIN; MASONRY TOA ENT 1—
Wkw SaE EDGE ANCHOR
O
.. ... ..... o 33 —
ITw
4"
TAPCON sou: NqT.S0
ELco /4r 1-114" 1. 4'
u 7: JK
LTRACON'
m VS
TX�N" 3116. 1-114� 1 HINGEJAMS SWI(EPLATEDEMIL
1AVoN NaTrs
5/6- eage cacric d distance, c.c. spacing of
s, 6 or
�dsc�toPMcnttaspUtttnqofwood-
EMBEDMEM
B(TL OF MATERIALS
REM
DESCRIPTION
MATERIAL
I
MASONRY -3,0DOPSI MIN. CONCRETE CONFORMING TOACI
301 OR HOLLOW BLOCK CONFORMING TO ASTM C90
CONCRETE
2
lX BUCK SG>= 0.55
WOOD
3
2XBUCK SG>=OS5
WOOD
4
1/4" MAX. SHIM SPACE
5
1/4' X 2-3/4'PFH ELCO OR ITW CONCRETE SCREW
STEEL
6
#10x2-1/2° PFH WOOD SCREW
STEEL
8
#9x3/4PFHWOOD SCREW
STEEL
9
_
DOOR SKIN MIN.0.075"THICK
FIBERGLASS
10
INSWING VINYL DOOR BOTTOM SLUE? BY ENDURA
VINYL
IDA
VINYL DOOR BOTTOM SWEEP 413628 BY HOLM IND.
VINYL
71
REINFORCEMENT WOOD FOR LOCK
WOOD
72
flNGERJOINTED FINE JAMB
13
#9 x 2-1/4" PFH WOOD SCREW
STEEL
14
BOTTOM RAIL
CELLULAR PVC
75
INSWING ADJUSTABLE THRESHOLD BY ENDURA
ALUM. / WOOD
MA
INSWING ADJUSTABLE ALUMINUM THRESHOLD BY OLP
ALUM. / WOOD
16
FORCE 5 WEATHER STRIPPING BY ENDURA
FOAM
16A
COMPRESSION WEATHER STRIP QLON 650 BY SCHLEGEL
FOAM
17
KWIKSEIKEYED ENTRY - SIGNATURE SERIES
SQL
18
KWIKSET DEADBOLT- SIGNATURE 5ERIE5 (7601
STEEL
20
POLYURETHANE FOAM BY NANYA
POLYURETHANE
21
4" x 4" BUR HINGE
SQL
23
POLY FIBER JAMB
COMP. / VINYL
24
HINGE & LATCH STILE
CELLULAR PVC
25
TOP RAIL
CELLULAR PVC
26
DEADSOLT STRIKE PLATE
Sm
27
_
LATCH STRIKE PLATE
SQL
28
OUTSWING BUMP THRESHOLD
ALUM. / WOOD
29
HINGE & LATCH STILE REINFORCEMENT
LVL
30
1 /4" X 3-3/4" PFH 5V CONCRETE SCREW
STEEL
31
99 x V FFH WOOD SCREW
STEEL
32
1 /4" x 3.1/4' PFH TTW CONCRETE SCREW
STEEL
33
3/16" X 3.1/4" PFH ITW CONCRETESCREW
STEEL
40
DOORPANEL-SEE DOOR PAN EL DETAIL SHEET FOR CONSTRUCTION DETAILS
Ijn
! - 2.43'
12 JAMB
„ ADJUSTABLE
2.11
�— 2.43'
23 POLY FIBER JAMB
OUISWWG MMPIHRESR0ID
l:l
�! 5.62' - - - - - - - - - m
I �
75 ADJU57ABlF fNSWR:G SILL
LFS ;
n
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