HomeMy WebLinkAboutPLANS40" MAX.
(FRAME WIDTH)
+ + + + + + +
++++++/++
_
+ + + + + + +� J
++++++,
X
U
+ + + + + A- + +
+ + + + L + + +
+ + + + + a + +
+ + + + .
Q
+ + + + /s + + +
+ + + +
+ + * + + + +
�O
+++++++
+ + + + + + + <
I
+ + + + + + + +
�\+ + + + +
•,
4 a g
;++++++++++++++ 1
W L
c
�2.
0
w
+ +
+++ + + + + + -
W
�� iO
+�+ + + + + + j.
COO
+. + + + + + +
+�,++++++
a0
0
+� + + + + + +
+++++ ;
4
LL
O
+ + + + + + +
�1 w tL
O
+ + + + + + + +
❑
+ + + + + + +
p
+ + + + + + + -
+ + + + + + + +
+ + + + + + +
+ + •� + + + + +"
+ + + `t + + + +
+ + + + + +
EXTRA ANCHORS FOR
+ + + �+ + + + + ;
+ + + + `\+' + + +
+ + + + +
ANCHOR INTO WOOD ONLY
+ + + +
+�� +
+ + + + +��+ + +
+ + + + +� + +
+ + + + + +1 +
+ + + + +.+ + +'_
+ + + + + +`x + +
SEE OPTIONAL (
+ + + + + + +
+ + + + + + +
�1
SEE OPTIONAL
+ + + + + + +\ +
+ + + + + + +
-
ANCHOR DETAIL
... + + + + a
+ + + + + + `{
-
ANCHOR DETAIL
+ + + + + + , + a '
`*
ON SHEET 4
+
\
ON SHEET
+ + + + + + +
-
5" MAX.
15"
ANCH"ORTYPE'F.l"
5" MAX.
15"
CORNERS
MAX.
OR "F.2" INTO CONIC.
CORNERS
MAX.
SINGLE DOOR TYP. EXT. ELEVATION
ANCHOR LAYOUT
(FOR WIRE ANCHOR ONLY)
DESIGN LOAD
(FOR SIZES SHOWN ABOVE OR SMALLER
AS PERMITTED BY FBC)
SEE SHEET 5 OF 7
RECEIVED
- - --- -- - -- -- --- -- -MAR 19-2019-
• a
3000PSI MIN. Permitting
GROUT FILLED HEADER
it.
r
—
®®®
3000PSI® ®
® ® goo `
GROUT FILLED
D FRAME JAMB
1313
®® ®® ® ®®®
ANCHOR TYPE "F.1'
OR "F2' INTO CONC.
OPTIONAL EMBOSSED DOOR LEAF PATTERNS:
SERIES GENSTORM OPAQUE OUTSWING STEEL DOOR (LMI)
" - THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE -ULTIMATE DESIGN LOAD OBTAINED FROM ASCE 7-10, MULTIPLY BY 0.6,
REQUIREMENTS'OF THE 6TH EDITION FLORIDA BUILDING CODE (2017) INCLUDING SHALL BE LESS THAN OR EQUAL TO MAX. DESIGN LOAD IN THIS
HIGH VELOCITY HURRICANE ZONE (HVHZ). DOCUMENT.
- DOORS RATED FOR LARGE MISSILE IMPACT AND DO NOT REQUIRE SHUTTERS. - 2 X WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO
TRANSFER LOADS TO THE STRUCTURE.
- DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE _ A LOAD DURATION FACTOR IN ALLOWABLE STRESS IS USED IN DESIGN
IS OR IS NOT REQUIRED. (SINGLE ROW SELF ADHESIVE CLOSED CELL FOAM TAPE TO
BE APPLIED ENTIRE PERIMETER OF FRAME). OF ANCHORS INTO WOOD ONLY.
- ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. - DOOR PANEL: .MIN. 20 GA. (0.039") STEEL MIN. Fy = 42 KSI MIN.,
ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING Fu = 53 KSI MIN.
OR STUCCO. DOOR FRAME: MIN. 18 GA. (0.048') STEEL MIN. Fy = 48 KSI MIN.,
Fu = 53 KSI MIN.
SCANNED
BY
St Lucie County
@"Duc r REVIS"
as 4mpt7inE wuh the Floda
b"ng Ce&
Acceptance No-1&A I t� -1
Expiratbw bete
- ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS JAB! O 2 2018
ARE NOT PART OF THIS APPROVAL. -DOOR PANEL STAINLESS OPTION: 20 GA. (0.039) STAINLESS STEEL
DOOR PANEL MEETING MIN. Fy = 42 KSI, Fu = 53 KSI MIN. OR BETTER xw\� I I I I I/////
MAY QUALIFY HAVING "MIL -CERTIFICATE" AS A VERIFICATION OF THE Cs Wa.�1
- MATERIALS INCLUDING BUT NOT LIMITED TO STEEUMETAL SCREWS THAT COME AVAILABLE MIN. YIELD STRENGTH. �� Paro '--- --'
INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE FIXRlTTA REG& -n0N
REQUIREMENTS OF THE 6TH EDITION FLORIDA BUILDING CODE (2017) SECTION AS P 55983
APPLICABLE. - DOOR FRAME STAINLESS OPTION: 18 GA. (0.048') STAINLESS STEEL , * c4iA � �.
DOOR FRAME MEETING MIN Fy = 48 KSI, Fu = 53 KSI MIN. OR BETTER = *
MAY QUALIFY HAVING "MIL -CERTIFICATE" AS A VERIFICATION OF THE OF
- METAL STRUCTURES NOT BY GENSTEEL DOOR CO. MUST SUPPORT LOADS AVAILABLE MIN. YIELD STRENGTH.
IMPOSED BY DOOR SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. A,
NOTES: r: AL'
EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. MIAMI DARE couNn I F
O �
M
N
Cl! to
1ri 'on
z_ co r- W
Z
Z� o
ID C
WZ E
ZU
Z Z m GO
w 5 C12
.j
U
Y
N
to
O =
, � U
in �O M
L P
C Uv
0 N X
0 3.'I°
o� a-
w
N
z o CD
C7 I
Q) M
_ M
j o-
0 ��
U
2 N
0 O
1n
z
Q
DATE 02-10-11
SCALE I MS.
DRAVIXG NO.
AD10-02
SHEET 1 OF 7
i
M
APPROVED
SEALANT/CAULKING
. TO BE APPLIED
AS
HEAD DETAIL (/�)
NOTE: HEADER TO BE 3000
PSI MIN. GROUT FILLED
WHEN WIRE ANCHORS ARE
USED AT JAMBS
#6 x1"TEK
SCREWS
@6"O.0
TYP. "F.1" OR "F.2" ANCHOR
OPTIONAL THRESHOLD
APPR'D FOR WATER RESISTANCE
TYPICAL ANCHORS @ THRESHOLD:
TYPE F.1 1/4" OR 5/16" DIA. ULTRACONS BY'ELCO' Fy = 155 KSI Fu = 177 KSI
DIRECTLY INTO fc'=3000 PSI MIN. CONCRETE
1-1/2" MIN. EMBED
2-1/2" MIN. EDGE DISTANCE
TYPE F.2 1/4" TAPCON BY ITW Fy = 90 KSI Fu = 120 KSI
DIRECTLY INTO fc'=3000 PSI MIN. CONCRETE
1-112" MIN. EMBED
2-1/2" MIN. EDGE DISTANCE
WOOD
(2) 914 X 1
MS BUTS
SURFACE
w BOL
0
w (2) #10 x 1 1/2"
X TEKlc SCREW
W l�
Y
HEAD DETAIL A
#10 x 1 1 /2"
#14 x 1 1/4"
BOLTS
9
a �TYP. "F.1" OR "F.2" ANCHOR
TYPICAL THRESHOLD
APPR'D FOR WATER RESISTANCE
HEAD DETAIL �
Z ~�
0
ul
ra
� a
w
d
a
L7�1 to
o1 q
C,2L0
q
6 co
F G. G. U
(' Z
Z J 1n
0
CQ
W Z H
Z�CQ
Z z � o
W
g
o
co
ic
Y
� N
M
PRODUC i REVINW 0 = 01
K Pmelying With dw Fbdk1 vi 0 r7
homaa lode W L o a
Acceptance No - 111 • i7 P :2 `
6spl�+ltl+n Bate r 0 � c� �
a �+ 0 0 x
o
w 3
J c
N
0 � I
Z � M
` a TYP. "FA" OR 7.2" ANCHOR
?>,
9
r-
v
TYPICAL THRESHOLD
R
0
t9
APPR'D FOR WATER RESISTANCE
v
�
= F
SEALANT:
ALL FRAME JOINTS AND CORNERS TO BE SEALED
WITH SILICONE AT PERIMETER
ALL SCREWS SEALED WITH GE SILICONE II
O O
1n
F- 0,
C9
\\\��wl
Z v�
DACE 02-10-11
C.A.N. 28677 �,� % SCALE NTS.
No 55983 '. DRAWN S.L.
PROJECT 10-01
OF ' r DRAWING NO,
MIAMI DADE COUNTY r " t1 �- ��
OF 7
A
o CONCRETE'BL
SEE SHEET 3 FOR
TYPICAL ANCHOR
DOOR JAMB/HEADER TO BE 3000 PSI GROUT (SEE ELEVATION
CK 1 FILLED WHEN WIRE ANCHORS ARE U ED FOR SPACING
8 SEE SHEET 1)
0
a
MIN.
MBEDMENT
IVES SURFACE BOLT
':
a1 21
w
p
W_w 0
J
A I I
zUz w
0-j0 0
' D
a
U°Ca
cl
3000 PSI
1/4" MAX. 12 0 4 EXTERIOR EXTERIOR
SHIM SPA
GROUT FILLED.
SHIM SPACE 6 SINGLE DOOR OPENING WIDTH = 36" MAX.
"
(SEE SHEET 1)
WIRE ANCHOR
-
(SEE ELEVATION
SINGLE DOOR FRAME WIDTH = 40" MAX.
(SEE SHEET 1)
FOR SPACING)
HINGE JAMB STRIKE JAMB
C
ANCHOR DETAIL (LOCK OPTION 2 (VONDUPRIN
MORTISE EXIT) OR 4 (PRECISION
MORTISE EXIT) SHOWN)
yzoDuc r REVI"
os cjwwplyisg with d11fW"
TYPICAL ANCHORS THRU EMA (EXISITING MASONRY ANCHOR) JAMB:
� pta Coda
eeNo 12 6 11 7
J
5/16" DIA. ULTRACONS BY'ELCO' Fv=155 KSI Fu = 177 KSI TYPE D. 3/8" DIA. POWER BOLT BY'POWERS'
ESptr*d" Dow
TYPE A.1
DIRECTLY INTO 2BY WOOD BUCK DIRECTLY INTO fc'=3000 PSI CONCRETE
Mir.a>
TYPE A.2
DIRECTLY INTO fc'=3000 PSI CONCRETE 2-1/2" MIN. EMBED
1-1/2" MIN EMBED 3" MIN. EDGE DISTANCE
2-1/2" MIN. EDGE DISTANCE TYPE E. 5/16" DIA. SMS OR MACHINE BOLTS (MIN. GRADE 2 CRS) OR ST/ST
3/8" DIA. HLC SLEEVE ANCHOR BY'HILTI' INTO METAL STRUCTURES (STEEL OR ALUMINUM 1/8" MIN. THICK.)
TYPE B.1 DIRECTLY INTO fc'=3000 PSI CONCRETE, 3" MIN. EDGE DIST. 5/8" MIN. EDGE DISTANCE
TYPE B.2 DIRECTLY INTO fm'=2000 PSI CONCRETE BLOCK, 3-1/2" MIN. EDGE DIST.
STEEL: Fy = 36 KSI MIN.
1-1/4" MIN. EMBED ALUMINUM: 6063-T6 MIN.
3/8" DIA. SLEEVE ANCHOR BY 'WEJ-IT' (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED)
TYPE CA DIRECTLY INTO fc'=4000 PSI CONCRETE, 2-3/8" MIN. EMBED TYPE G. WIRE ANCHOR (Fy =60 KSI) MIN. 10" LONG
TYPE C.2 DIRECTLY INTO fm'=2000 PSI CONCRETE BLOCK, 1-1/4" MIN. EMBED 0.173 DIA. STEEL WIRE ANCHORS EMBED INTO 3000 PSI CONCRETE BLOCK
3-1/2" MIN. EDGE DISTANCE (HEADER/JAMB TO BE GROUTED WITH 3000 PSI CONCRETE)
MIAMI DADE COUNTY
0
\�aFLOWDA 'REG�ISMOtr-
PE ##55 83 `.
02-10-ai
I
-
5' TE O
T
`vctOR10P •'•��
D[uwnaG N0.
10 —02
SHEET 3 OF 7
91
0
O
- - - Y-� MIN.-
mOEMBEDMENT
SEE SHEET 3 FOR p cco
TYPICAL ANCHOR O O
7
(SEE ELEVATION X O
r
FOR SPACING
O
8 EMA ANCHOR
AT EA. ANCHOR
SEE SHEET 1) '
Lu
P
W
1 /4" MAX.
0
SHIM SPACE
6
12 2
HINGE JAMB
@
DETAIL
SEE SHEET 3 FOR
8 EMA ANCHOR
TYPICAL ANCHOR
AT EA. ANCHOR
(SEE ELEVATION
O
FOR SPACING
SEE SHEET 1)
w
WU
0
1 /4" MAX.
SHIM SPACE
HINGE JAMB C
• DETAIL
SEE SHEET 3 FOR
TYPICAL ANCHOR
(SEE ELEVATION
FOR SPACING
SEE SHEET 1)
Ln
0
W
0
0
W
0
0
) EMA ANCHOR
AT EA. ANCHOR
F .�
YQS
Z 0 Z
OHO
qU. oq, U
O
1 /4" MAX.
SHIM SPACE
HINGE JAMB C
DETAIL
SEE SHEET 3 FOR
TYPICAL ANCHOR
(SEE ELEVATION
FOR SPACING
SEE SHEET 1)
�lm
)EMA ANCHOR
AT EA. ANCHOR
° MIN.
0
�a
ill w
o ,u
i Y w I° °I �p ®oD
i I , ZUZ 0 IIII °, pub tom•
i I----- O' -1 O U In , ° I —4
' U �o U w ANCHOR TYPE F.3 Ip I ° I r- ; a,
EXTERIOR EXTERIOR I 16" DIA. ULTRACONS iu i o o w
1 /4 MAX. �,, �, I° i ° I V w
ai
20 ' SHIM SPACE (1-1," EMBED) 2 2' E.D. i u i Z
>J
STRIKE JAMB n O9 in i u Z ,�
(LOCK OPTION 3 (SARGENT MORTISE 1 Z" x 1 Z" C
LOCK) OR 8 (DOREX CYL. LOCK & 18 GA STEEL i u W In r:
DEADBOLT) SHOWN) LG ANGLE I Z
4-z'� ,, i o Z o
SEE SHEET 3 FOR 8 EMA ANCHOR , !� u I 0
TYPICAL ANCHOR AT EA. ANCHOR " 9 0 u j Z Z o
SEE ELEVATION ° a ° I
SURFACE ( MIN. •�� ° W � �
FOR SPACING QQ ° I .a
VERTICAL ROD MIN.
, r,
EE SHEET 1) O
2� o
IVES SURFACE BOLT _--} Go
FOR LOCK OPTION 1 co OPTIONAL BOTTOM CORNER Y N
v Y U w ANCHOR DETAIL "'
ZOZ U' �' u, -1
EXTERIOR EXTERIOR 16 14 MAX. r "
SHIM SPACE93
STRIKE JAMB O o X
(LOCK OPTION 1 (VON DUPRIN SVR & IVES o
SURFACE BOLT), 5 (PRECISION CVR) OR 6 W i
(PRECISION SVR) SHOWN) SVR = SURFACE VERTICAL ROD N
CVR = CONCEALED VERTICAL ROD z
SEE SHEET 3 FOR m J M
8 EMA ANCHOR L
TYPICAL ANCHOR O
(SEE ELEVATION
AT EA. ANCHOR z
VON DUPRIN FOR SPACING ° MIN. "='-`� stICf@EVFM1 H o
CVR SEE SHEET 1) MBEDMEN '�' 4AMoiYi®g with the i?: F Z
Isnodisg Cods 0
AeMpta®ce No �$ 7 19 = F
Expirwiaw ;`irate O
I.Ic>n \t1tiII11// Ill
Ix W
Z. U Z U'My,IN�v
O ��0.I O p FLOjRIDA REGISTRATION•
U.1�0 U w PE asrE oz-to-n
EXTERIOR EXTERIOR � # ; A• �� ; S!V NTS.
1/4 MAX.
SHIM SPACE L ' D=VN S.L.
E OF ' l o
.i °
STRIKE JAMB DOR{O '�
(LOCK OPTION 7 SHOWN) ';,_ ,S a� -�� \\� AD10-02
MIAMI DADE COUNTY 1: '
SHEET 4 OF 7
n
_DESIGN L0)
+65.0 PSF
F
OPTION 1
- VON DUPRIN 9847EO SURFACE VERTICAL ROD WITH #229 STRIKE
USING SIX #9x25mm (1 ") MACHINE SCREWS AND TWO #14x25mm
(1") MACHINE SCREWS SEALED WITH
"GE SILICONE II"
- "IVES" SB453 SURFACE MOUNT MANUALLY OPERATED FLUSH
BOLT. TO BE FASTENED WITH (2) 10 x 1-1/2" TEKS SCREW + (2) 14x1
1-1/4" MS
OPTION 2
-
-'VON DUPRIN" 9875EO MORTISE EXIT WITH (2) 8-32 x 3/8" FH MS.
y
LOCATED 39-3/4" FROM BOTTOM
- "IVES" SB453 SURFACE MOUNT MANUALLY OPERATED FLUSH
BOLT. TO BE FASTENED WITH (2) 10 x 1-1/2" TEKS SCREW + (2) 14x1
DESIGN LOAD 1-1/4" MS
+80.0 PSF
1
-80.0 PSF
OPTION 3
"SARGENT"8200 SURFACE MOUNT MORTISE LOCK WITH
HANDLE. WITH SURFACE MOUNT METALLIC DEAD -BOLT.
LOCATED 38" FROM BOTTOM WITH (2) 8-32 x 4" FH MS
DESIGN LOAD
+66.0 PSF
-65.0 PSF
OPTION 4
"PRECISION" HC2300 MORTISE PANIC EXIT. SURFACE MOUNT
MANUALLY OPERATED FLUSH BOLT AT TOP AND BOTTOM.
WITH (4) 10 x 1-1/4" FH SMS
DESIGN LOAD
+65.0 PSF
-65.0 PSF
LOCK OPTIONS
OPTION 5
"PRECISION" HC2800 CONCEALED VERTICAL ROD. SURFACE
MOUNT TWO POINT LOCK SYSTEM WITH "PRECISION" PANIC
DEVICE WITH (4) 10-24 x 1-1/4". LOCATED 39-1/2" FROM
BOTTOM
-- -DESIGN LOAD- -(2)-SURFACE-MOUNT-METALLIC-STRIKE-PLATE-AT-HEAD TO----
+eo.o PSF BE FASTENED WITH (2) 1/4-20 FH MS
-80.0 PSF
OPTION 6
"PRECISION" HC2200 SURFACE VERTICAL ROD.
(4) 10-24 x 1-1/4" OH MS. LOCATED 39-3/4" FROM BOTTOM
DESIGN LOAD
+80.0 PSF
-80.0 PSF
,
DESIGN LOAD
+80.0 PSF
-80.0 PSF
DEADBOLT
CYL.
DESIGN LOAD
+80.0 PSF
-80.0 PSF
OPTION 7
"VON DUPRIN" 9847 CONCEALED VERTICAL ROD WITH PANIC
DEVICE WITH (2) 8-32 x 3/8" FH MS. LOCATED 39-3/4" FROM
BOTTOM
OPTION 8
"DOREX" FC 10 SERIES LEVER LOCK.
"DOREX" HFA51 DEADBOLT
SINGLE DOOR
HINGES: STEEL MORTISE HINGES 3 PER LEAF.
LOCATED AT 9 $" MAX. FROM TOP OF DOOR TO
CENTER LINE OF HINGE. AND TO BE SPACED OUT
31-15/16" MAX. FROM CL TO CL OF HINGE. TO BE
FASTENED BY #12-24 x 2" FLATHEAD MACHINE
SCREWS.
DOOR EDGE CONSTRUCTION
oknDuc r lll> VNM
as complyingwith the WYdib
tlu"ng Coal
Acceptance No l - j 114 7
Expiration Date Zv
AIN Q 21 90I13
I
0
12
d
m
m
.4 C6
bb
Z m� W
� aw
�z a
Z J O
D CQ
W Z ' H
_Z 0 m
Z _ 00
W m
ul
0
co�
ao
Y
_ N
E =rn
J 0
0
Lo
C V v
C Q)
O rn 73 73 � 0
Lu
3 C
(n L J M
U, I
Z
of �t
O E Ln
W
o 0
C0 a
z
ui
0 Ell
r PE #55983 02-10-11
CN(N5.fsuv.77 `� * CALE NTS.
1
* ' RA,9N S.L.
e
10 '
p , OF Rorecr 10-01
DRAWING No.
-02
s7n Al A l C
MIAMI DADE COUNTY
2 e"
o�
4
II r
I, I,$ir
LO
_ 18 GA DOOR FRAME JAMB AND HEAD
's''
' J
c
d �
r-
THRESHOLD
O 5„
3Ys" 1 y"
S
M y
c
THRESHOLD
® 511
3 8"1/n
8 8
OPTIONAL THRESHOLD
0 11 Y16"
T�7 -
c�
VINYL CAP
e
4 1 /2"
° I
II
-
7
I I
� I I �
012-2-4-MS_ Ll _
(4 PER
.134" THICK STEEL HINGE
0
18 GA. EMA
ANCHOR
3 50
FA3010
EMA ANCHOR
Fy = 60 KSI
Og 15 16 17 131a
1OGAFLOOP��,>
A212"48GA 212'-18 GASTEEL CAP STEEL CAP L 'fx16 GA. ,rREINFORCEMEN/RETAINING
cups
pp pp c kk
k
FLOOR ANCHOR 12 GA. REINFORCEMENT PLATE 21ar-18GA k
212'-18 GA I� STEEL� (�
h STEELCAP h
�"NiFiTT
11
N
go 26 GAUGE `\
0
N
12 ��
\10 GA k
HR2000 ® o
DUST BOX \ LO
w
HOLES DRB�LED z
AND TAPPED R =
#12-24 SCREWS ®® c
IVIMOUIVKT VVIKCHIML.rlLJK Fy=60ksi
6" vk
k
HR1030
10 GA HINGE REINFORCEMENT
13
10 GA SURFACE x k
BOLT MORTISE STRIKE
REINFORCEMENT i k
HOLE DRILLED
AND TAPPED FOR II +
#10-24SCREW i 1'.i
SURFACE BOLT STRIKE
REINFORCEMENT
212'-18 GA
212%18 GA STEEL CAP
STEEL CAP p k k
PART No. DC1000 & DR1000 PART No. DR1010 - IV
18 GA CLOSER BOX 18GA MORTISE BOX FR1200
REINFORCEMENT REINFORCEMENT FRAME REINFORCEMENT
18
19
1 1/4'
18 GAUGE
REINFORCEMENT
M
�
e
VM
HOLES DRILLES
AND TAPPED FOR
#12-24 SCREWS
1 1/16'
7,7-;
8 GAUGE
1EINFORCEMENT
HOLES DRILLED
AND TAPPED FOR
#12-24 SCREWS
FR1100M FR1100
STRIKE DUSK BOX ASA STRIKE BOX REINFORCEMENT
14
10 GA. MORTISE ��
LOCK EDGE 4- k N
REINFORCEMENT
� OLE DRILLED
AND TAPPED FOR
DR1700 #12-24 SCREW
MORTISE LOCK EDGE
REINFORCEMENT
PRODUC r REvtW
as QWnhie with die F, w&
bwding Code
Ampta®ce Noj�p f • 17
4...�-
Iii�iDi� �1fNP l�liL�'
z
0
a
Z` 0
tiC
CQr y
D,t In �
LID 0 'c0
F aF� U
�z
Z J o
N
W ZU
H
Z
ZZ° o
W
h2 �I
u" C�
C
C LO
0
CO
Y
� N
o� M
=rn
L C n
U)cn
v �r
C �v
O Cn 0) X
J c
N
Z 30 to
w L J In
zto
z N
r ti
°Ln
O Y�
V
= N
O O H
L0
U
z
LLJ
�Ml'E 02-10-11
s� NTs.
pap�8➢1 S.L.
;RMCT 10-01
OF DRAWING NO.
MIAMI DADE COUNTY ' SHEET 6 OFk 7
JAN 0 '31 2013
1,M I l l / w/♦ .
OE 55983
.C.A.N. 28677 �•
d 4 NO 659M