HomeMy WebLinkAboutConstruction PlansC� iVED
O C T 2 6 2020
ST. Lucie County, Permitting
plastpro
5200 W. CENTURY BLVD.
LOS ANGELES, CA 90045
GLAZED FIBERGLASS SINGLE DOOR
w/ or w/out SIDELITES
INSWING/ OUTSWING
"IMPACT" FILE COP
GENERAL NOTES
1. This product has been evaluated and is in compliance with the 6th Edition
(2017) 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 bome debris protection this product
complies with FBC Sections 1609.1.2 & R301.2.1.2 and does not require an
Impact resistant covering. This product meets missile level'D" and includes
Wind Zone 4 as defined in ASTM El996 and FBC Sections 1609.1.2.2 &
R301.2.12.1.
4. For 2x stud framing construction, anchoring of these units shall be the same
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.
TABLE OF CONTENTS
SHEET#
DESCRIPTION
1
Typical elevafions, design pressures & general notes
2
Door panel details
3
Sidelite panel deta➢s and glaring detail
4
Elevations
5
Horizontal cross sections
6
Vertical cross sections
7
Vertical.cross sections
B
Buck anchoring
9
Frame ancho ng
10
Bill of materials and components
l
I
REVIEW FOR
CODE OMI PLIANCE
ST. LU"I� UNITY
BOCC
372Y MAX.
ZAME WIDTH
I I5.0" MAX.
OVERALL FRAME
WIDTH
37.5" MAX.
OVERALL
FRAME WIDTH
F� 1.50,
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CONFIGURATION
MAX.
FRAME
DIMENSION
MAX. SIDELITE
D.L.O.
DIMENSION
DESIGN PRESSURE (PSF)
INSWING
DESIGN PRESSURE (PSI)
OUTSWING
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
X
37.5" X 82.0"
N/A
+50.0
-50.0
+50.0
-50.0
OX/XO
76.25" X 82.0"
20.5" X 62.75"
+50.0
-50.0
+50.0
-50.0
OXO
115.0" X 82.0"
20.5" X 62.75"
+50.0
-50•0
+50•0
-50,0
DATE: 02/21/12
SCALE: N.T.S.
mvc. BY: JK
CHK. BY. LFS
DRAWING No.:
FL-17184.9
sHEEr 1 OF 10
HINGE STILE
Cellular PVC
INTERIOR
STILE REINFORCEMENT
PQ
/-I "\ HORIZONTAL CROSS SECTION
1112
KWXSET
LOCK: I
SIGNATURE SEEM
DEADD0 LT.
SIGNATURE SERIES CM)
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YH COUECTION
DE030I.T.
YH COLUE0011 (80 SEIUM
SCHIAGE
KNOB:
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TSERIESCRO)
DEADBOLT.
VSMM(M/62)
35.7S'DOOR
WIDTH
(FDOO PANEL
LOCK BLOCK (WOOD)
STILE REINFORCEMENT (LVL) —
LATCH STILE
Cellular PVC
STRUCTURAL SILICINE (DOW 995)
NON STRUCTURAL SEALANT —
24.22" MAX.
FRAME WIDTH
20.5"MAX.
D.L.O. WIDTH
, I
�—A(r
TO? RAIL
(COMP.)
FOAM CORE
)LYURETHANE - 1.9 PCF MIN
518' GLASS BITE
EXT.
1"OVERALL GLASS THK.
1/8" ANNEALED GLASS
0.090r SAFIB(o PV8
INTERLAYER
1/8" ANNEALED GLASS
AIR SPACE
1 /8" TEMPERED GLASS
#7-19 X 1-3N PPH ALUMINUM SPACER
SELF DRILLING SMS \n3A INT.
NON STRUCTURAL SEALANT
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FL- 17184.9
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STILE
REINFORCEMENT
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35.75' DOOR
WIDTH
60 SIL1ELffEPANEL
INTERIOR
3 1 HORIZONTAL CROSS SECTION
2.50"
t.om
LOCK BLOCK (WOOD)
STILE REINFORCEMENT (LVL) —
LATCH STILE
Cellular PVC
STRUCTURALSIUCINE (DOW 995)
NON STRUCTURAL SEALANT —
24.27' MAR.
FRAME WIDTH
2D.5" MAX.
D.L.O. WIDTH
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4.25'
(TYP•)
ODL LIE FRAME
TOP RAIL
(COMP.)
FOAM CORE
(POLYURETHANE-
1.9 PCF MIN.)
5/8" GLASS BITE o
EXT. j
1" OVERALL GLASS THK
1/8" ANNEALED GLASS
0.090"SAT HOFVB
INTERLAYER
1 X'ANNEALED GLASS INTERIOR
1 AIRSPACE
1/97f3v1PEREDGLASS
#749X121/ePPI-I J / \ ^ ALUMINUM SPACER
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NON STRUCTURAL SEALANT
Gl GLALNG DEFAfL
1 86"
o.Ds3°
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ODL LITE FRAME
3A (Alum)
FIBERGLASS SIGN
(0.075' THICK)
BOTTOM R
(COPo
1
EXTERIOR
%21 VERTICAL CROSS SECTION
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ELEVATION (OXO)
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EXTERIOR
° 7 v
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21 20
CSINK
B C L (TYP-)
E
1 HORIZONTAL CROSS SECAON
$ Outswing shown - Inswing also approved
4
NOTE:
1. Spacing for Item K: 6 from ends
and 6 more equally spaced along EXTERIOR
sldelite (8 total).
a
SEE NOTE In
u
INTERIOR
0
1-1/4-MIN. I - - U U 21 20
EMB. (TYP.)
r41 HORIZONTAL CROSS SECTION
J ou win g shown
sub buck ng also approved
2 HORIZONTAL CROSS SECTION
$ OubWng shown -Inswing also approved
Shown with 2X reinforcement
EXTERIOR
INTERIOR
EXTERIOR g 11 K
a• ''''��/ll*
E NOTE T 40
1
7
INTERIOR 8
0.15'
CSINKJL
L D
(TYP.) C
1-1/4° MIN.
EMB. (TYP.)
5 HORIZONTAL CROSS SECTON
$ Outswing shown - Inswing also approved
3 HORIZONTAL CROSS SECTION
$ Shown moth 2X relnforrccement approved
E 02121112 0
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EXTERIOR —E11W_ INTERIOR
1 VERTICAL CROSS SECTION
6 Outswing shown - inswing also approved
INTERIOR
gl
EXTERIOR
I 3 VERTICAL CROSS SECTION
6 Inswing configuration
30
N
5 VERTICAL CROSS SECTION
6 Shown w/ ADA threshold
INTERIOR EXTERIOR
- Z z�
N 36 3i
�m
,• • • d ...
6 VERTICAL CROSS SECTION
6 Shown w/ O.S. ADA bump threshold
EXTERIOR �'� `� INTERIOR
2 VERTICAL CROSS SECTION
6 SOhoww/1Xsvbuclr k ft also approved
to
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INTERIOR EXTERIOR
4 VERTICAL CROSS SECTION
6 Outswing configuration
ar JK
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FL-17184.9
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S EXTERIOR INTERIOR
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1 VERTICAL CROSS SECTION
m
7 Outswfng shown - Inswing also approved
INTERIOR EXTERIOR
A SEE NOTE
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8
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is '. •. _
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5 3 VERTICAL CROSS SECTION
Inswing confguraton
P
NOTE
1. Spacing for item K: 6° from each end
and at centerline (3 total).
> e
P a
A
60
SEE NOTE 1 K
EXTERIOR INTERIOR
2 VERTICAL CROSS SECTION
SOhown g sho ubu�k ng also approved
INTEWR
4 VERTICAL CROSS SECTION
Oufswing configuration
a• •
INTERIOR
EXTERIOR
VERTICAL CROSS SECTION
7 Outsving configuration
M N.T.S.
Err: JK
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MWO NO.: 0
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FL-17184.9 c
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(Typ.) P.) ) M a: a.
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.HEAD II II TYP. HEAD 2P
MASONRY7 TYP. HEAD MASONRY7 & JAMBS MASONRY I I & JAMBS 2i
OPENING & JAMBS OPENING OPENING is
2X REINIORCEMENT-/I 2X REINFORCEMENTA i
SHOWN FOR REP. I R
2X BUCK
ONLY SHOWN FOR REF.
22X BUCK
230UCK—� ONLY
--\ 0
II II II =01
b. LS I I I I 5 Ci 2!
0 - - - - - - - -
If 11 0 C3
-77 I I 11 E! T
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BUCKANCHORING BUCKANCHORING BUCKANCHORING olm 1 '0
X OX/XO OX0 — On
CONCRETEANCHOR NOTES:
1. Concrete anchor locations at the comets may be adjusted to maIntaln the m1n.
edge distance to mortarlomfL
2 Concrete anchorlocattons noted as 7,4AX. ON Ca4TBr must be adjusted to
maIntoln the m1n. edge distance to mortarloints, additional concrete anchors may be required to ensure the ?AAX. ON CS4W d[mensfon are not exceeded.
3. Concrete anchor fable:
1 1.
wood screws to prevent the spgftg otwood.
................
.................. .....
. ...
........... .....
.. ....... z .......... .. .. .. ;
... . . ... . .
"Mc MANC
.......
.0
...... ..... .
.............. D
........... 1
......
11W
TAPCONO
1/4•
1-1/4'
r
4*
ELCO
ULTRACON"
1/4'
1-1/,r
1.
41
WOOD SCREW
INSTALLATION NOTES:
51W edge distance, V end clatonce, & I- o.m spacInn of
McIntaln a mIn?murn
InJK
L 0': LFS
L
1wM NO.;
FL 4 9
— ;1�
17184.9
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_ L 2X BUCKMAS_
D
J 1X BUCK
°
MASONR Y
OPENING
OPENING
TYP HEAD
FRAME
— & JAMBS
FRAME
2X BUCK
TYP. @ SILL
N —
2X BUCK TYP
F
^ o
FRAME ANCHORING
X
CONCRETE ANCHOR NOTES:
1. Concrete anchorlocallons at the corners may be adjusted to maintotn the min.
edge dBtance to modarjokft
2 Concrete andarloaoNoru noted as MAX ON CEMER'must be adjusted to
mointaln the mtn. edge dslance to mortarjolnts additional concrete anchors
may be requlred to ensure the MAX. ON CENTER" d1memlon are not exceeded.
S. Concrete anchor table:
gNgrypR
ANCHOR
Ti11N
NUN CiEARANCE
MIN CLEARANCE.
EMBEflMENi'
1aMASONRY
TO ADJACENT
._IYRF,_...-
...:::. _................::...........:.::-..._....
...
....: EDGE:........:.........ANCNOA..
�i
Q15 a
TAPCON
1/4'
1.1/a•
2^
4'
ELCO
ULTRACON
114,
1-114'
FTW ®
3/16'
1.1hr
S
1.1/Y'
TAPCON
WOOD SCREW IMTALLA71CH NOTES:
1. Maintain a mWmum 5/B° edge d[stance, lend dletance, & 1' o.c. spocing of
wood screws to prevent the spMg otwood.
3- (TYP.)
i (TYP.)
e2XBUCKO `
TYP. @
HEAD AND
JAMBS
1 N TYP. @ slu ^ O
P. 1
\ F
FRAME ANCHORING
XX
d1-012
0)
Z om
AL
(gyp I�•' •(�`�` � $ N �
7"(W'j n n
Fri
U N Z
Eo 9 m
♦a N Ma.
Ta
f LZ
cZ
To 90' vE
( 2X BUCK n 0 3a
RY MASON
OPENING J 1X BUCK >@TYP. O
FRAME r TYP. @ HEAD AND
JAMBS
30
0
LL ° — V
TYP. @SILL N TYP. @ SII O c3
2X BUCK w
F 1i
0:
a j O
^o
G 1XBUCK 1XBUCK H
9
28 M 2X BUCK 2X BUCK 9K
M
LATCH & DEADSOLTDETAIL HINGE DETAIL
2X Buck
FRAMEANCHORING
OXO
Q
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N N
In
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BQEn
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DATE 02 21 12
SQME- N.T.S.
ma Br: X
CHK B. LFS
DRAWM NO.:
STRIKE
JAMB HINGEJAMB
FL-17184.9
sHEcr 9 OF 10
BILL OF MATERIALS
REM #
DESCRIPRON
MATERIAL
A
1X BUCK (SG>= 0.42)
WOOD
B
2X BUCK (SG >= 0.42)
WOOD
C
1 /4" MAX. SHIM SPACE
-
D
IN X 2-3/4" ELCO OR ITW CONCRETE SCREW
STEEL
E
MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI
301 OR HOLLOW BLOCK CONFORMING TO ASTM C90
CONCRETE
F
1/4" X 2-1/4'PFH ELCO OR ITW CONCRETE SCREW
STEEL
G
3/1 G' X 3-1/4" PFH ITW CONCRETE SCREW
STEEL
H
1/4"x3-1/4"PFHELCO ORITWCONCRETE SCREW
STEEL
J
1 /4" X 33/4" PFH ELCO OR ITW CONCRETE SCREW
STEEL
K
#9 X 2-1/2" PFH WOOD SCREW
STEEL
L
#10 X 2-1/7' PFH WOOD SCREW (1.1S' MIN. EMBEDMENT)
STEEL
M
#8 X 7' PFH WOOD SCREW
STEEL
N
1/4" X 1-3/4" PFH ELCO OR ITW CONCRETE SCREW
STEEL
7
FORCE 5 WEATHERSTRIP (ENDURA)
FOAM
8
COMPRESSION WEATHERSTRIP QLON 650 (SCHLEGEL)
FOAM
9
4" X 4" BUTT HINGE
STEEL
10
#9 X 1" PFH WOOD SCREW
STEEL
11
#9 X 3/4" PFH WOOD SCREW
STEEL
20
FINGER JOINTED PINE FRAME, HEAD & HINGE JAMBS
WOOD
21
POLY FIBER JAMB
COMP. / VINYL
27
LATCH STRIKE PLATE
STEEL
28
DEADBOLT STRIKE PLATE
STEEL
29
SIDELITE SPACER (ISSLB)
PVC
30
DOOR SWEEP
PVC
31
OUTSWING THRESHOLD BY DLP (GOSH)
ALUM. / WOOD
32
ADA THRESHOLD BY DLP (ISHC)
ALUM.
33
INSWING THRESHOLD BY DLP (ISCS)
ALUM. / WOOD
34
SIDELITE THRESHOLD BY DLP (ISH/ EIS)
ALUM. / WOOD
35
TRIM
WOOD
36
OUTSWING ADA BUMP THRESHOLD
ALUM
40
DOOR PANEL - SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS
-
60
SIDELITE PANEL - SEE SIDELITE PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS
88
2X REINFORCEMENT (CLEAR PINE: SG >= 0.49)
WOOD
20 HEAD 1L SIDE
Jamb
4.56' � in
i^1 I I
Fes— 2.4,V 2.13"
21 HEAD 3 SIDE
Poly fiberIjamb
31 08iSW 3Z%G- THRESHOLD
GOSH
S �
AISHCDA SILL
32
o
S' o
��UISWINGADABU PTHRESHOLDPTHRESHOLD
OSHC
29 SIDEIJTE P CE
WLB
� 111cls G THRESHOLD
ISCS
NDE[LIE
ISH/ ERTH • 1 OLD
of -y pdR
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No. en X
am aO LFS
FL-17184.9
FT 10 OF 10