HomeMy WebLinkAboutDOOR PAPERWORK. . �:.a:�L Xa....:+. _.. �.':a -�.'N. w.a�ti�v,...:..._...:s..a.2 . .....�...r.a�-..` • f...2a: a: . .... �.L"•....x.., .-.. ,. .-_ to �_:�. _. .....t.-...__c .-_.-. ...r_.k_.. .r xu.r.._ .a...•.. ....•.......A..
....�,_.._..•.+L_:.a.�.ittrv»-Aurve,3..s....-. ,.... ,`w._._:,i-x,.'+.".c..i m:.vcucp..:.`.:.:. cur .....�.. •i..... -,. �5 ....a...,,.<...
F
LOPAY MODELS 84A, 94, 98
)EAL MODELS 4RST, 4E
OLM,,ES 1'ACDEL 48, 48B ATTACH PATES AT THESE LOCATEONS ON
EACH SECTION DF TIC OUR. SEE V2V E.
(7) 20 GA. INTERMEDIATE STILES PER SECTION.
ATTACHED TVJ TOG -FLOC (TOP & BOi) AND
URETHANE AORESTv^E (ALONG CENTER)
16 CY PAINTED END STILES ATTACHED TO ODOR
SKIN WSH PATENTED TCG-L-LOC S6TE%I
(TOP. BOTTOM & CENTER).
IS GA GALV. DOUBLE END STILES
ATTACHED TO TOP A:1D BOTTOM R4:2
WITH PATENTED TOG-L-LGC 515TEtt
TABLE t
I.��
I�r�Y
�(
,
(�—,III
:�•
I INTER. STILE
OUTSIDE
� INSICE HAVCLE
OUimi�KfY �K
SNAP IATCH LG[.K GPTIGN
END
INTEVENGAGEST;
STILE
STIL
2" THICK
OUTSIDE
HANDLE
LUCK 64R
OUTSIDEK FD L TRACK Q`N
LGCK BA_K"� EACH SIDE
DF ODOR.
SHIP � JO•as.
F— 6-y
IL I t2-T/2-
-IJ1_-_L5/8- (T1PJ
u-W TALL
6" TALL C-CHM^EEL
t6 GA. GALV STEEL
MIN. G-90
SXUL MI5. SKIN YIELD
STRENGTH 34.3 Hc3
I6i'Faia7i®3TGIq
ENO SLIDE BOLT
STILE LOCK ENGAGES
DIED VERTICAL
RACK ONE
LOCK ON
EACH SIDE
OF DOOR
JNaro cl!D' BOLT
±CCK OP -ION
N W
`VIEW ,D-
VIEW C'
-LCC< POST I
(GOTH SIDES)
SEE LAYOUT
OF EACH LOCK.
GOON HE:GH7
NUMBER
OF
SECi)ONS•
6b' TO T0"
4
T6 TO 89
S
9'D" TD 10'6'
6
30'9' TO 123"
7
12'6" TO 14'0`
$
160' SO 15'9"
o
16O'
10
S�aMV 4 O 11 as zr v.
(1) 3-IN ROLLER CARRIER (P/N
_ 0120394) USED AS INNER BOTTOM
BRACKET. ATTACH WITH (3)
1/4-s3/4-SELF TAPPING SCREWS.
C-CHANNEL
3" TALL Y 20 GA. G:LV, STEEL U-BARS.
ONE U-BAR AT THE TOP OF EACH SELPON WITH
ONE ADDITIONAL U-SAR A. THE BOTTOM OF THE
OCOR. ATTACH WITH TWO 1/4'x3/4' SELF TAPPING
SCREWS PER STLE LOCATION.
12 C& CALV. STEEL TOP ROLLERBRACKET.EACH BRACKET ATTACHED W 4
SHEET PETAL SCRE7.5. ADJUSTABLE SLIDE ATTACHED
TO TOP BRACKET WITH (2) 1/4-.1/2' BOLTS AND
NUTS PER BRACKET.
6`x2-1/4`.12 GA. GALV. STEEL PLATE.
THREE PER C-CIHANNEL. SEE MEET •E".
74 C4 GALV. ROLLER HINGE.
EACH MINCE FASTENED TO END
STILES tV/(i) R14.5/8` SHEET META!
nND (2) 1/4`x3/4 SELF TAPPING SCREWS.
(SEE MEW •B-)
KE i6 W1 6' TAIL C-CHANNEL PER DOOR SECTION..
'SEE VIEIY D-). C-CVA NEL ATTACHED AT EACH STILE
)CATION WITH (I) 1/4-x3/4- SELF TAPPING SCREW.
F14,,5/8` SHEET METAL SCREL•S
o IA
O 00 O
00 Oo O
��i/i i3/.•' SELF dzI
TAPPING SCREWS. 5'
--ii C-A_ Fttn-Hw 1, 18 C'A [} ('yA.unT[
VIFt. Y •R• W "
LOT!'
MODEL E. RAUSAIIQY
VAST Y.00OGI IT TE%SURE ERANSEO PANEL (24GA)
L_ 4F ViCOpORFIN TEXTURE. FLVSH (2404.) j
12 1 1 T/2003 1 ADD 343 KSI MIN. YIELD I
7 12/2011
ONE 5/16" x 1-5/8" LAG SCREW SPACED
AT THE SAME CISFANCES AS THE TRACK
BOLTS (LE. 3-1/2', 10:22-. 1R, 46
Ab& 40' 4F LAG SCREWS ALSO
I AT
IS SCREWS
& 4OCATEDM MIE ALSO T'1D
LEG SCREWS LOCATED RACK
VERRCAL%liQ420NTAL TRACE JUNC)AONi.
IINN.LER
MODEL
RETAIL
MOOED
9<
84A 46
W3QUGPRON
4B3 'A'OOGt?R/HAE FUTURE. RAISED) PANEL. FACETED SA[S 2C Ga.
S6
-
WCOLGRM1IN IEXIUFE FLUSH, FpIt1iED STILES (24 GA,
.NOT,E; SUPPORTING STRUCRIRAL
ELEMENTS S. L BE CESIGNED BY A
REGISTERED PROFESSIONAL ENGINEER FOR
PRFPFRATIFL`E OF Inca BY niHFRc WIND LOADS SHOWN ON THIS DMVING.
1` DOOR OVER] (EACH SIDE) - STOP MOULDING BY ODOR INSTALLER (10 SUIT)
16 G4 GALV. STEEL PAINTED END STILE
2x6 W'OCO'
SEE -JAM9 PREPARATION:'
NOTE' ABOVE I GA GALV. STEEL DOUBLE /20 G7. GALV STEEL
END STILE_ It� INTER. STILE
_G30` TAPERED ANGLE.7ril.
HNUTSEE HAG a LT Y,OUNTINGAT TRACX CONFIGURIu'IOtI7/16' ROUND PI1KEnHR METALLED . EACH FA GA. DA70ROLLER SHAFT, FASTENED Ttl.101' THICK 3` CALV. STEEL TRACK FASTENEDGA MV. STEEL ROLLER NINGESEA';H ¢14.5A
TO TAPERED ANGLE. TRACK ATTACHEDTENED TO END STGES W/(4) GY_HELEVATION ABOVE TO TA ERED ANGLE Willi ONE 1/4i5/8'5//8' SHEET METAL SCREWS AND
STEEL BOLT & NUT AT EACH MOUNTING SLOT. I/4` SELF TAPPING SCi,EWS PER END HINGE.
. LONG STEM BALL BEARING STEEL ROLLER.
SAGE C08FICAIPATIOY
'ECTION -('
.JAMB TO SUPPORTING STRUCTURE ATTACHMENT
NOTES
1) ALL THE LOAD FROM THE ODOR IS TRANSFERRED TO THE TR1pC AND THEN FROM THE TRACK
TO THE 2x6 V'RT¢ L YELLOW: RYE (GRADE LT2 MR BATTER) JAMBS. NO LOAD FROM THE DOOR
IS TRANSFERRED TO THE HORIZONTAL (TOP) JAUU.
2) ALL JAMB FASTENERS MAY BE (SUN NOT REQUIRED) COUNTERSUNK TO PROo1DE A FLUSH MOUNTING SURFFG_.
MAR I%201%
TYPE
/ HORIZONTAL CTC
(.NO LOAD FROM
FASTENER
SI'PE
).0 MIN.
OF FASTENERS
PER WRT.CAL
JAMB
2.6 (MMMB RDCAL
LHR TOP B.RA.CTCET ATTACHED
WITH (2) 1/4".3f4` SELF
TAPPING SCREWS
W�KC HAR120NTFL
:ENTER HINGE
MILES L SC4
f METAL SC EWES
.
F 9�yLLF Tq_z�.^K
I
LGW NEM1DR[OM OPTroN
TRAGIC CONFIGURATION ABOVE
.
THE DOOR OPENING DOES NOT
AFFECT THE WIND LOAD SATING,
HORIZONTAL TRACK SUPPORT
CENTER HANG REQUIRED FOR �I DOOR INSTALLER (TO SI
HORS CNE.R 8' HIGH
3- CAM TAPERED STEEL TRACK AND ANGLE.
TRACK THICXKESS:.101 ANGLE THICXHESS:.08D'
St. Lucie
VERDCAL/HORIZONTAL TRACX 14" MAYDJUM SPATCP*
JUNCTION. TVA 1/4" BOAS FROM LAST MOUNTING
& NUTS FOR EACH LRACK. SLOT TO TRACK JUTIVION
-ADONIONAI MOUNTING SLOTS REQUIRED FOR DODRS
OVER 7'0" H:GH SPACED AT 12" CENTERS.
�12" ON CENTER
6`
3-1/2"'
• - FIRST ANCHOR SCREW
HIGHEST ANEIZR/SCREW
STARTING FROM BOTTOM AT NO MORE THAN HALF GF MArOMUM ON CENTER DISTANCE.
INSTALLED AT LEAST AS HIGH AS THE OOGR OPENING HEIGHT
v.VSiA1A T AA7
F- TAPCONS/SLEEVE ANCHOS CAN BE M[STALLED DIRECTLY THROUGH TAPEREO TRACFT ANGLE M LIEU a 5/6 X 1-5/8 LAG
SCii:wb •• ,.•••"•.•
THIS DOOR MEETS THE REQIT.RE6IENIS tF THE
,•• ,` "'
r,�
LMGE MISSILE UZPAfi ANDCYCLIC TESi!NG.
T' •� F ""�;!
- QEShA.!3-ENG0. -' -
RBI FITSETS-CRT EEOS-THEOESI:tt-LCY - CRiHE LHUATCY4N0 SF[Gt'r.
LON ACCOM.-IS TO THE FLORIDA FINWIYG COVE CR U4 SVTERTLMIONAL
CODE (BASED ON A5CE7-10) FOR THE FOLLOWING CMD310Ng 1}
i
- SCOTF HN.IILIT
I TL R17/D/4 P/E(Nj A'332 a//n • n _
G'
BUMPING, 2) DOOR HAS 2' OF WIDTH IN BOi G!NG'S DID ZONE, 37 A.Vr
1�J�L] L3lL Q/4i ice. -
L ° i 12 GA. 9Gi1OM BRACKET FASTEN VOTH OiT.(4) NO%F SLOPE. AND 4) TESTING IN ACCORDANCE WITH ANS!/gL$NA 103 X1D
Y.• Y.;" SELF YAPPING SCREWS. AN9 CgIGN 115. SDam, Cf1C biClfIAHONS BY A QUALIFIED �'SONE
pA(6[ CIONIIL MAY AFTER.
m.i1wAIL E'iN➢ 2D5 190 PS 170 ITC
SP[CD <tiM
A!VWNUM EXTRUSION & V14YL WEAMERSik!P.
sFGnrN A_F N5L! VIEW) E%PDswL LEVEL B C C D 0 Building Products
HEAP RCUF HCICHT GD' L5• 3D• !` 2c' Com an
FLOUR BOA FROO DUCT A- PFFUIDVAAL�
8585 DLIKE BLVD- F"` 4•-
MASON, OH 45040'i
(Si 3) 770-4800 i ,• •' L 1
n
TRACK CONFIGURATION
TRACK BOLT AND NUT AT EACH
T SLOT LOC 110N.
DOOR
VERTICAL
HEIGHT
FRAZX LENGTH
AS"
'7
TS1121EtK.
JT-
n /
DESIGN LOADS: +42.0 P.S.F. & -46.0 P.S.F.
TEST LOADS: +63-0 P.S.F. & -69.0 P.S.F.
W7 &'2"tv X 16'
02 r ttscuYllw
RJK 2-IN PAN +42/-46 18-2 X
LRpvMi %1 °CPI
MLVSM B 102521
0
a
plastpro
5200 W. CENTURY BLVD.
LOS ANGELES, CA 90045
OPAQUE FIBERGLASS DOOR
INSWING / OUTSWING
'IMPACT"
GENERAL NOTES
This product has been evaluated and is in compliance With the 5th Edition (2014) 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
Section 1609.1.2 of the FBC and does not require an impact resistant covering. This product
meets missile level "D" and includes Wind Zone 4 as defined in ASTM E 1996 and Section
1609.1.2.2 of the FBC.
4. For 2x stud framing construction, anchoring of these unitsshall 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#
DESCRIP17ON
1
Typical elevation, design pressures, & general notes
2
Door panel details
3
Horizontal cross sections
d
-Vertical-cross-sections
5
Buck and frame anchoring - 2X buck masonry construction
6
Frame anchoring -1X buck masonry construction
7
Bill of materials & components
37.5W MAX. OVERALL
FRAME WIDTH
Z �
T N
N j
7 0
LD S
w (9
= w
w =
O
J J
> X o
O O
Q X
i
S o
O. `O
LL
INSWING
37.50" x 98.00" 1 +65.0
OLITSWING 1 37.50" x 96.50" I +65.0
ci%
v
z
i
h
K
N
RECEIVED
MAR 12 2019
ST. Lucie County, Permitting
-70.0
-65.0
LO
rn
N
M
U Ml
�Jn
�m
z V m
Q ._O,
J O MD
U)
z
0 nn °0
U N 0
U z
z 0
o m
J C
M.
O
Mora
W
�o
0
��
oZ
W
VI
m
a�
00
R
��
0
a
a
a
• N.T.S.
BY: AL
er: LFS
NO NO.:
-> -V 4:0
f OF 7
6
z
m
z
z
a
U
35.75'MAX.
DOOR
PANELWIDTH
ri'�
wim
40
IsraTff. =&?
INTERIOR
HORIZONTAL CROSS SECTION
1.58'—1 J i 3.69'
T-0
42 TOP RAIL IH 9 HINGE STILE REINFORCEMENT WOOD
or PVC or lock
TOP RAIL
LATCH
KF k
SEEHARDWARETABLE InI
to
45 BOTTOM
cq
Cellular PVC AIL (SiILEREINFORCEMENi
LE FyReinforcement
KWIKSEr
LOCK: SIGNATURE SERIES
I
DEADBOLT. SIGNATURE SERIES (980)
MAR I S 2019
A,
e, Ln
00
6
z 4f: 0►Lo
om
2z 06,)
c
C. %
4�
p
0 Z 0 z
00 0
11) 0 0 Z (3
to m 0
c w
6
0 a.
= in
m 0: 0. ILL
0 CZ
41 0
L�
C
3T (L
CL
of
0
EXTERIOR INTERIOR ro a 0
0
w
na
ri1 VERTICAL CROSS SECTION
2�
JE- 8125114
XE- N.T.S.
ic. BY: AL
K. B�Y-LFS
'AWING ND..
FL-1 7184; 16
[EEr 2 OF 7
1-1 /4" MIN.
EMB. (TYP.)
E
0.15"
USINK
[IYP•)
7
9
1 HORIZONTAL CROSS SECTION
3 Inswing shown - outswing
also approved
3
EXTERIOR
INTERIOR
E
3 HORIZONTAL CROSS SECTION
3 Shown w/1 X sub -buck
EXTERIOR EXTERIOR
INTERIOR INTERIOR
MAR 12 2019
0.1 S'
C'SINK
(TYP.)
7
40
�1 HORIZONTAL CROSS SECTION
3 Inswing shown - outswing
also approved
n
= ci:
0
Z
�z02m
jj>
••-.....".
Do
III
N > Mj
`\\
O n `°
m
aN..
Ib
\
m U
O
Z 0 Z
m
\\ ry
a to
a nn
C
mar
V
a
m A. D.
w
o cZ
0
CW
O
JTO.
z
0
�
O
U
W
O
�
aW
N
QO
< o
N
O
1-1/4"MIN.
�r EMB. (TYP.)
$
a
_
a
Li
Z
n
m
w
i
N
Q
v
O
�
o
m
�z
DATE: 8/26/14
i
-9
SCALE: N.T.S.
DWG. BY. AL
m'
CHK. BY: LFS
3
DRAWING NO.:
D:
FL-17184.16
v
0
SHEET 3 OF 7
N
E,.v < v .:4
v "
6 e
9
a ° .4 e
J °
B _
D Z
Zd
L
C 7 w
40 40 20
7 20 o v 7 21
INTERIOR EXTERIOR
1 VERTICAL CROSS. SECTION
4 Inswing shown - outswing
also approved
INTERIOR EXTERIOR
INTERIOR EXTERIOR
VERTICAL CROSS SEC17ONCROSS SECTION
4 Shown w/1Xsub-buck
INTERIOR EXTERIOR
7 40
31
Z ry
m
i
7 e d
d.
ST. Lucie County, Permitting
4
E
..W.
O: _1=o n
19' a =� LL r
OtO— rn
N 00
3 Q 9 N M
y. >M0 CD
�
O n z
0
0Za
m
p r0 J E W
N a 6 s m
o a m C q
e
E o
E
o cW
o �o
Z
O
0: U
O Ui
O ON
�
f� Lnn y
h
0
a� w U
J
Co ¢ U
o w
o r
a a
AI F. N.T.S.
°
VG. BY.. AL
m'
IK. BY. LFS
3
(AWING NO.:
FL-17184.16
v
a
IEET 4 OF 7
N
I
MASONRY
OPENING
2X BUC
M
N
i2
N
BUCK ANCHORING HINGE JAMB
CONCRETE ANCHOR NOTES:
I. Concrete anchor locations at the comers may be adjusted to maintain the min.
edge distance to mortar joints.
2. Concrete anchor locations noted at MAX. O.C. (TYP.)"must be adjusted to
maintain the min. edge distance to mortarjoints, additional concrete anchors
may be required to ensure the "MAX. O.C. (TYP.)"dimension are not exceeded.
3. Concrete anchor table:
MASONRY
OPENING
FW
2X BUC
FRAME ANCHORING
Masonry 2X buck construction
4P OC N - /4 7-T/4— 1 2- 4 WOOD SCREW INSTALLATION NOTES:
ELCO 1. Maintain a minimum 518" edge distance,
rRACON® T/4" 1-1/4" 1" 4" 1 " end distance, & I" o.c. spacing of wood
screws to prevent the splitting of wood.
MAR 12 2019
A.
_ ,:'(�
41'0z,90
. Z
om
I
CO
t�j
y
n Z
$ ..
L'
m Z OZV
M (t� H
l �:d
°a L O m C W
t!n 5 °tm
v
a m aaa
0
0
E �z
u Cw
�
X
NZ
��
v ti
Zo
�O
0
�
U�
I
OL
ag
¢U
>
s�
w
M
—[-
a0_
w LRC3
o
YU
a
a m rO
STRIKE JAMB
M
�
z
o
w
9
10
L
W
i
z
=
°
zo
^
O
Z
DATE: 8/25/14
scaF N.T.S.
9
m
_
- M
27
10
DWG. BY: AL
OHN, ay: LFS
3
DRAWING NO.:
FL-17184.16
v
LATCH&DEADBOLTDETAIL
HINGE
DETAIL
°
N
sHEEr 5 OF 7
V
a
HINGE DETAIL
M
N
LATCH & DEADBOLT DETAIL
CONCRETE ANCHOR NOTES:
1. Concrete anchor locations at the comers may be adjusted to maintain the min.
edge distance to mortarjoints.
2. Concrete anchor locations noted as"MAX. ON CENTER" must be adjusted to
maintain the min. edge distance to mortarjoints, additional concrete anchors
may be required to ensure the MAX. ON CENTER" dimension are not exceeded.
3. Concrete anchor table:
ANCHOR
AOR NCH
M►N
MIN CLEARANCE
M(N CLEARANCE::
TYPE
SJi E
EMBEDMENT
TO MASONRY.
i0 EIDJACENT
-:::... ....-
... EDGE ..::..
ANCHOR...:..::'.
ITW ®
TAPCON
1/4'
1-1/4"
2"
4"
ELCO ®
1/4"
1-1/4"
1"
4"
ULTRACON
3/16"
1-1/4"
3"
TAPC N
WOOD SCREW INSTALLATION NOTES:
1. Maintain a minimum 5/8" edge distance, I" end distance, & I"o.c. spacing of
wood screws to prevent the splitting of wood.
MASONRY
OPENING
HINGEJAMS
FRM
1X BUC
FRAME ANCHORING
Masonry 1 X buck construction
STRIKE JAMB
MAR 12 2019
c°D2
v
Y �
4 O`NWM
P Z 0 W 0
it\ m U N •• Z
m Z Z. a
m
n n t0 C W
VIn O . rM
1 a m a a
LL
0 CZ
o CW
x
U
m�
0_
o
XU
a(n
}
zz
U)gs
m
=�
aw
m
C)
m
4
<
G
¢z
LJU
j
O
Cn
Q¢
W
a
a
oar- 8/25/14
Ste: N.T.S.
DWG. Err: AL
cNK: ar: LFS
DRAWING NO.:
FL-17184.76
OF
BILL OF MATERIALS
ITEM DESCRIPTION MATERIAL
A
IX BUCK SG>=0.55
WOOD
B
2X BUCK SG >= 0.55
WOOD
C
1 /4" MAX. SHIM SPACE
-
D
1 /4" X 2-3/4"PFH 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 CONCRETE SCREW
STEEL
G
3/16" X 3-1 /4" PFH ITW CONCRETE SCREW
STEEL
H
1 /4" X 3-1 /4" PFH ELCO OR ITW CONCRETE SCREW
STEEL
J
1 /4" X 3-3/4" PFH ELCO OR ITW CONCRETE SCREW
STEEL
L
#10 X 2-1/2" PFH WOOD SCREW
STEEL
M
#8 X 2-1 /2" PFH WOOD SCREW
STEEL
6
SEALANT
SILICONE
7
WEATHERSTRIP
FOAM
9
4" HINGE
STEEL
10
#10 X 3/4" PFH WOOD SCREW
STEEL
20
JAMB FINGER - JOINT - PINE
WOOD
21
POLYFIBER COMPOSITE JAMB
POLYFIBER
27
LATCH STRIKE PLATE
STEEL
28
DEADBOLT PLATE
STEEL
30
DOOR SWEEP
31
OUTSWING THRESHOLD BY DLP (QOSH)
ALUM. / WOOD
33
INSWING THRESHOLD BY DLP (ISCS)
ALUM. / WOOD
40
DOOR PANEL -SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS
41
DOOR SKIN (MIN. 0.086" THICK) PLAST-PRO/NANYA Fy=11,063 PSI MIN.
FIBERGLASS
42
TOP RAIL
CELLULAR PVC
43
LATCH & HINGE STILE
CELLULAR PVC
44
REINFORCEMENT WOOD FOR LOCKS
LVL
45
BOTTOM RAIL
CELLULAR PVC
46
FOAM CORE
POLYURETHANE
47
HINGE STILE REINFORCEMENT
LVL
48
STILE REINFORCEMENT
STEEL
4.56"
2� HEAD 8 SIDE
Jamb
&ZOUfSWING THRESHOLD
QOSH
ST.
MAR 12
� ZL
...
�
6
co)*
2I HEAD 8 SIDE
POty fiberjamb
—�A, IF0,
%1 INSWING THRESHOLD
ISCS
m
J.yyO �
�lC.3� F N M
a c
Z 0 m 0
U N •; Z
v Z U
L p Z m c W
oy 6 oa
NM rm
� maaLL
c O
oZ
C v;
.in:
J
o ¢�
0
co, WZ
a
} �
�g m 00
dK w O
w m
� cn
I DO
xE: N.T.S.
VG. BY. AL m
iK. er: LFS 3
CAWING NO.:
FL-17184.16
0
IEEr 7 OF 7 ry