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5200 W. CENTURY BLVD. ,��?� o
$ LOS ANGELES, CA 90045 %, P r ``` Z o�o
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GLAZED FIBERGLASS SINGLE DOOR
115.0"MAX.OVERALL FRAME WIDTH � x � 9 � m d a
F w/ or w/out SIDELITES 37.25"MAX. OVEA� E 9Z
INSWING/OUTSWING FRAME WIDTH
FRAME WIDTH v a
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GENERAL NOTES " �� zo o
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0 1. This product has been evaluated and is in compliance with the 6th Edition J 3 LL y o x
v (2017)Florida Building Code(FBC)structural requirements excluding the ¢z = O X Ow N w
"High Velocity Hurricane Zone"(HVHZ). o o O o
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3 2. Product anchors shall be as listed and spaced as shown on details.Anchor C4i
o embedment to base material shall be beyond wall dressing or stucco. OX a a
3. When used in areas requiring wind bome debris protection this product Lj I I
compPes with FBC Sections 1609.1.2&R301.2.1.2 and does not require an
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impact resistant covering.This product meets missile level"D"and includes OXO' 4 m
Wind Zone 4 as defined in ASTM El 996 and FBC Sections 1609.1.2 2&
R301.2.1.2.1. x o n^
4. For 2x stud framing construction,anchoring of these units shall be the same W w 4
as that shown for 2x buck masonry construction.
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5. Site conditions that deviate from the details of this drawing require further XO o 0
engineering analysis by a licensed engineer or registered architect. c o
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DESIGN PRESSURE(PSI) DESIGN PRESSURE(PSI)
TABLE OF CONTENTS MAX. MAX.SIDELfiE �^ m
CONFIGURATION FRAME D.L.O. INSWING OUTSWING w 9
SHEET# DESCRIPTION w a
1 Typical elevations,design pressures&general notes DIMENSION DIMENSION POSITIVE NEGATIVE POSITIVE NEGATIVE ^a o
y 2 Door panel detailsi
LE 3 Sidelite panel details and glazing detail X 37.5"X 82.0" N/A +50.0 -50.0 +50.0 -50.0 N z o°
a 4 Elevations DATE:02/21/12 i
5 Horizontal cross sections OX/Xo 76. . . . .
25"X 820" 205"X 6275" +500 -500 +500 -500
� . . . SCALE N.T.S.
6 Vertical cross sections owa ar: JK m
E 7 Vertical cross sections
8 Buck anchoring OXO 115.0"X 82.0" 20.5"X 62.75" +50.0 -50.0 +50.0 -50.0 CHK.BY: LFs 3
_& 9 Frame anchoring onawwc NO.: N
10 1 Bill of materials and components FL-17184.9 0
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1 HORIZONTAL CROSS SECTION Cellular PVCE o z°
MANUFAENRER MODEL 2 FOAM CORE
(POLYURETHANE-
^. KWIKSEI LOCK: SIGNATURESERIES 1.9 PCF MIN.)
o DEADSOM SIGNATURE SERIES(780) STRUCTURAL SILICINE(Dow 995) 5/8"GLASS BITE
YALE LOCK: YH COLLECTION V�
DEADBOLT: YHCOLLECDON(80SERIES) NON STRUCTURAL SEALANT EXT.
KNOB: •F•SERIES(F10) cio
SCHIAGE DEADBou: "B•sER1E5(BdD/62) 1"OVERALL GLASSTHK.
d 1/8"ANNEALED GLASS RV) J wz
35.75'DOOR 2427'MAX. 0.091Y'SAFLEXDPVB N�
a WIDTH FRAME WIDTH INTERLAYER gw y "
2 20.5"MAX. 1/8"ANNEALED GLASS am o¢
m Z D.L.O.WIDTH ` AIR SPACE o "�
I 1/8"TEMPERED GLASS G1 0 Q
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9 #7-19 X 1-3/4"PPH ALUMINUM SPACER m
/ SELF DRILLING SMS 3A INT. INTERIOR EXTERIOR
NON STRUCTURAL SEALANT
8 /// Gl GLAZING DETAIL
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"P.) DATE:02121112 9
OD1 LITE FRAME 3A (0, LTTE FRAME ELM
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40 DOOR PANE! 2 VERTICAL CROSS SECTION DRAW=NO.:
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40" Gl 1.00' a `�O ` * . m
1.00 EXTERIOR .40" 1.SB' c' m
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HINGE STILE INTERIOR LOCK BLOCK(WOOD) m a x z d
Cellular PVC STILE REINFORCEMENT(LVL) o s m a
STILE \`V�
REINFORCEMENT LATCH STILE o g w . m d a
g (LVL) 1 HORIZONTAL CROSS SECTION Cellular PVC =z
3 FOAM CORE cIti
ry (POLYURETHANE- 0 3d
1.9 PCF MIN.(
W STRUCTURAL SILICINE(DOW 995) 5/8 GLASS BRE
NON STRUCTURAL SEALANT DCT. o �a
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1"OVERALL GLASS THK.
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WIDTH 31,16'110OR ��0.09(Y'SAFLE(®PVB w ¢a�
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24.22'MAX.
1/d'ANNEALEDGLASS INTERIOR EXTERIOR wZ
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9 #7-19 X 1-3/4"PPH ALUMINUM SPACER m
/ SELF STRUCTRILLINGURAL
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NON STRUCTURAL SEALANT
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2 VERTICAL CROSS SECTION CHK BY: LFS 3
60 SIDELLTE PANEL 3 DRAVANG NO.: N
FL-17184.9 a
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No.43409
PRODUCT: D-.—t.Prepared
PLASTPRO INC. Lyndon F. Schmidt .r(%j����
FIBERGLASS DOOR P.E. No. 43409 ��`
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2 7 24/17 UPDATE TO 6TH ED. 2017 FBC JK PART OR ASSEMBLY: �1��/,�{�BUILDING CONSULTANTS, INC. I
1 4 072-27-15—UPDATE TO STH ED. (2014) FBC JK ELEVATION$ d 1iYY P.O. Box 230, Valrieo, FL 33595
to to ro NO DATE BY Phone No.: 813.859.9197
REVISIONS I FSPE CA No. 9813
®2010 R.W.BUILOINO C—su—Te I...
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1-1/4"MIN. - .- - ------ .. . -- - ---- -- - - - -- - ��� .. ......
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21 20 1-1/4"MIN. A C 21 20 C'SINK L 0 cio �o
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a E B C L ( ) 4 HORIZONTAL CROSS SECTION 5 HORIZONTAL CROSS SECflON � ) � z�
$ Outswing shown-inswing also approvedam �
s Shown w/1 X sub-buck
$ Outswing shown-inswing also approved
1 HORIZONTAL CROSS SECTION
$ Outswing shown-Inswing also approved 0 a
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4
'3 NOTE: m
1.Spacing for Item K:6"from ends 88
and 6 more equally spaced along EXTERIOR gg !yl 27 EXTERIOR y 11 K SEE NOTE 1 E
& sidelite(8 total). 10 a
a SEE NOTE 1 K K N Tn z
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RIOR
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SCALE. N.T.S.
21 20 L 21 20 L DWG.BY: JK M
r21 HORIZONTAL CROSS SECTION 3 HORIZONTAL CROSS SECTION CHK.BY. LFS 3
g DRAWING NO.:
- $ SShownnwith 2XXrreinfor emento approved 5 Shownnwith 2X reinforcement FL-
approved FL-17184.9 N
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3 6 Outsvring shown-inswing also approved ^5�
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d .d 2 VERTICAL CROSS SECTION a a
• ° .°d _ 6 Outswing shown-inswing also approved >;
4 Shown w/1X sub-buck
5 VERTICAL CROSS SECTION 9!
S INTERIOREXTERIOR \,AJ Shown w/ADA threshold
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DING.rtr: JK m
CHK.BY: LFS 3
e 3 VERTICAL CROSS SECTION 6 VERTICAL CROSS SECTION 4 VERTICAL CROSS SECTION
6 Inswing configuration 6 Shown w/O.S.ADA bump threshold 6 Outswing configuration DRAIN
FL—1 17 n
FL— `-'
b SHOD 6 OF 10 N
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NOTE ............
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a ° I.Spacing for item K:G'from each end sg 0, J=0 w
° •a: and at centerline(3 total).
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20 21 SEE NOTE 1 K 21 20
$ EXTERIOR INTERIOR EXTERIOR INTERIOR
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1 VERTICAL CROSS SECTION o J F w
2 VERTICAL CROSS SECTIONIt Ln
0 7 Outswing shown-inswing also approved a g m x
Outswingshown-inswingalsoapproved 'cD w
Shownw/1Xsub-buck
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INTERIOR EXTERIOR M>-
0° INTERIOR EXTERIOR
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K SEE NOTE 1 N Ni
SEE NOTE I SEE NOTE I d o o m
29 K 50 50 K 20 21
F 34 f �� 31 35 �� R 12
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DATE 02/21/12 D
3 VERTICAL CROSS SECTION �41 VERTICAL CROSS SECTION ��VERTICAL CROSS SECTION SCALE N.T.S.
s 7 Inswing configuration 7 Outswin configuration DING.BY: JK m
g g 7 Outsvring configuration
CHIC.BY. LFS 3
DRAWING NO.:
N
FL-17184.9 a
SKEET_L OF 10
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UN•;
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4" (TYP.) (TYP.) 4" \ a Ig p=a
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(TYP [TYP.) (TYP.) Z
II � II II
II � II II
TYP.HEAD
I I I I I I TYP.HEAD �o z
MASONRY 7 TYP.HEAD MASONRY I I &JAMBS io 0
MASONRY I I I I &JAMBS
d OPENING &JAMBS OPENINGI OPENING I f 1 amu' v
" 2X REINFORCEMENT-/'11 I I I 2X REINFORCEMENT I I
SHOWN FOR REF. I I I I SHOWN FOR REF. I I w y Y
2X BUCK ONLY I I I I ONLY I I a
c 2X BUCK — 2X BUCK o m
II II II 0
II b. II II b�U a a
env II ^0
II II X Xm^O
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II II II
II II II
BUCKANCHORING BUCK ANCHORING BUCKANCHORING 4
X OX/XO oxoin
CONCREFEANCHOR NOTES: o 0
1.Concrete anchor locations at the comers may be adjusted to maintain the min.
z
C edge distance to mortarjoinis.
2 Concrete anchor locotions noted as MAX.ON CENTER"must be adjusted to w r
2 maintain the min.edge distance to mortorjoinh,additional concrete anchors N a a f
may be required to ensure the"MAX.ON CENTER"dimension are not exceeded. o
3.Concrete anchor table: ^
ANCHOR ANCHOR MIN MIN CLEARANCE MIN CLEARANCE. w^z �°
TO MASONRY TOADJACENr...' D
TYPE SIZE -EMBEDMENT Dnp-02/21/12
z
.... .... .........- -:... :;EDGE. ANCHORS: SCALLN.T.S. °
ITW ® 1/4" 1.1/4" T 4" 5
TAPCON - DWD.6r; JK m
ELCO ® 1/4" 1-1/4" 1" 4" CHK BY. LFS 3
ULTRACON DRAAND NO.;
WOOD SCREW INSTALLA71ON NOTES: w
s 1.Maintain a minimum 518"edge distance,I"end distance,&I"o.c.spacing of FL-17184.9 0
p wood screws to prevent the spitting of wood. sHEEr 8 of 10 w
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_�stZ4ZZ1r P;J=6 n
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6"(iYP.) T(TYP.) T(TYP.) IIT*I 11� o roi m z
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'O 2X BUCK W
— L 2X BUCK — L h a r'
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MAS
ENING J 1X BUCK MASONRY O `' J 1X BUCK 'O MASONRY 2X BUCK w ,
w TYP HEAD OPENING TyP @ OPENING J 1XBUCK L TYP.
FRAME — 8 JAMBS FRAME HEAD AND FRAME TYP.@ HEAD AND a
JAMBS JAMBS a �o ?
2X BUCK TYP.®SILL n TYP.Q SILL O
N 2X BUCK �S m
o — TYP. SILL L I `r V TYP. SILLS w W
N TYP.�SILL �0 2X BUCK
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FRAME ANCHORING FRAME ANCHORING FRAME ANCHORING
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CONCRETE ANCHOR NOTES:
$ 1.Concrete anchor locations at the comers maybe adusted fo mainfaln the min. a a
edge distance to modarloints, >> i
2.Concrete anchor locations noted as"MAX.ON CENTER"must be adjusted to
maintain the min.edge distance to morfar)olnts,additional concrete anchors G 1X BUCK 1XBUCK H �' i
„ may be required to ensure the MAX ON CENTER"dknension are not exceeded. ZB 9 Q F
s Concrefe anchor table M 2X BUCK 2X BUCK K n a o 19
ANCHOR ANCHOR MIN MIN CLEAR9NCE MIN:CLEARANCE; _
:t TYPE SIZE EMBEDMENTS TOMASONRY TOADJACENT9 M �' �Q vi or.•Z o
FDGE :::.ANCHOR 27 I DAZE:02/21/12ITW
az
x :.TAP ON' ::. 1/4" 1.1/4" Y 4" 1 SrntE: N.T.S.
k ELCO 1/4' 1.1/4" 1" 4" DWG.ae JK m'
s uLTRACON 1.1/4HINGE DETAI!
Ii1Y LATCH d DEADBOLiDETA11 2X Buck cxx.Dr: LFS 3
TAPCON' 3/16" " 3" 1.1/Y DPAWNG NO-'
gWOOD SCREW INSTALLATION NOTES: FL-1]18¢•9 N
b 1.Maintain a minimum 5/8'edge distance,l"end distance,81"o.c.spacing of STRIKE JAMB HINGE JAMB N
owood screws to prevent the splitting of wood. SKEET 9 DP 10
d
- - - -
F- 4.56"� ,� - --- ���.•...- -
BILL OF MATERIALS
ITEM Y DESCRIPDON MATERIAL
A 1XBUCK(SG>=0.42) WOODz
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B 2X BUCK(SG>=0.42) WOOD lb m
iv, I�2.36" 2.2° %�''•........ 5�`
C 1/4"MAX.SHIM SPACE
5 °o m
D 114'X 2-3/4"ELCO OR ITW CONCRETE SCREW STEEL _ HEAD d SIDE i��� 'I►T I T►► �_�`` °"o'm z
E MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI CONCRETE 2B .lamb � o a
301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 g i o:dr.v
F IM X 2-1/4"PFH ELCO OR ITW CONCRETE SCREW STEEL rn E i o 9 m S 0.
4.56" o`er. o f °a p o D.
G 3/16"X 3-114"PFH OW CONCRETE SCREW STEEL �— o 2.12 --( ` a m a 'm d a
H 114'x 3-1/4"PFH ELCO OR ITW CONCRETE SCREW STEEL �� s
J 114'X 3-3/4"PFH ELCO OR TTW CONCRETE SCREW STEEL If—II IIE oz
K #9 X 2-1/7'PFH WOOD SCREW STEEL
L #10 X 2-1/21 PFH WOOD SCREW(1.15'MIN.EMBEDMENT) STEEL 7�
o M #8 X 7'PFH WOOD SCREW STEEL I 244"—213"--I
N 114'X 1-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL SIDELITE SPACER
7 FORCE 5 WEATHERSTRIP(ENDURA) FOAM HEAD 8 SIDE 29 L4SLB o
8 COMPRESSION WEATHERSTRIP QLON 650(SCHLEGEL) FOAM 21 Polyfiberlamb zQ �
d 9 4"X 4"BUTT HINGE STEEL 0
0 y 4�oa
10 #9 X 11"PFH WOOD SCREW STEEL
e 11 #9 X 3/4"PFH WOOD SCREW STEEL
J
20 FINGER JOINTED PINE FRAME,HEAD&HINGE JAMBS WOODry �, mJs
4.56" 4.56" o:
21 POLY FIBER JAMB COMP./VINYL 0I o
27 LATCH STRIKE PLATE STEEL o �
28 DEADBOLT STRIKE PLATE STEEL a a
29 SIDELITE SPACER(ISSLB) PVC m
30 DOOR SWEEP PVC
S 31 OUTSWING THRESHOLD BY DLP(QOSH) ALUM./WOOD
s 32 ADA THRESHOLD BY DLP(ISHC) ALUM. ��
33 INSWING THRESHOLD BY DLP(ISCS) ALUM./WOOD 31 oUISWlNG THRESHOLD 33 INSWING THRESHOLD n
34 SIDELITE THRESHOLD BY DLP(ISH/EIS) ALUM./WOOD QOSH SCS 'o'o
35 TRIM WOOD z
g 36 OUTSWING ADA BUMP THRESHOLD ALUM. f. 8 En
40 DOOR PANEL-SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS ai
60 SIDELITE PANEL-SEE SIDELITE PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS 4.62' -i Q
88 2X REINFORCEMENT(CLEAR PINE:SG>=0.49) WOOD I a a
ADA SILL m
32 ISHC
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N N p J
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TnTn SIOEr THRESHOLD "z
$' 0 34 ISH/EIS
DATE 02/21 12 i
SOME N.T.S. °
DWM BY: JK m'
CHK.Br. LFS 3
E! 36 OUTSWING ADA BUMP THRESHOLD DRAMNO ND.'.
s" OSHC FL-17184.9 N
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