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Mr. Gren Sutter
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Lot 5, Block
SECTION FOUR,
recorded in P
Public Record
Order No. 401
F.B.# 93 -16
I HEREBY CERTIFY: That the attiOheds "Si `TO ir
OF SURVEY" of the above de is
tae and correct to the b;,• of ,my khowl,edgr°
and belief as recently su r01 a '� and G ila.1 L`�1d
under my direction.
HARRY C. SCHWEBKE & ASSOC. I1'.
SKETCH OF SURVEY
90, AMENDED PLAT OF MIAMI SHORES
according to the Plat thereof,
lat Book 15, at Page 14, of the
- s of, Dade County, Florida
97 1 2O '
sh -pwr
Vice Pres.
Richard P. is in
Registered Land Surveyor #975
State of Florida
M
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7f.11"X
727,E a� , 3 X 2-
\7,0 y:o .260a x 6)/ / .riogpe
/ // i ei f cif
,-e 2 / - 7 X -8 — 0 2- 3 x
��� - /z3I = ` 3, 05
7"
see°
COMMON TRUSS
2
30'-o
COMMON TRUSS
b
2
3
6I PI
12
0 1 2 3 4
SCALE IN FEET
4
SCALE C soo
+5980
SCALE 800
- NET i 1 Get
TOTAL issa•r
650
NET 1250 *
TOTAL 2000
PAGE
24
z , _
12
NOTE:
FOIE 4 114 I2 SLOPE USE SAME 'PLASE3 AN
NUMBER- OF NAILS A% FOP- SIN 12 SLOPE
3
NOTE:
TOP CHORD ON THESE TRUSSES MAY BE
2114 AT OPTION OF MANUFACTURER
12
5
_ 2 "
28'- 8
COMMON TRUSS
-I Ge9
z0' -
COMMON TRUSS
2
143
143
717
> 3 .4 5 2
SCALE IN FEET
3
d
4840
SCALE: 1= 10
TOTAL:1, 920
NET: I,Z17 *
95
+2950
c
SCALE: I "^ I000
1602
TOTAL: I, 920'
NET: 1,223 95 *
PEABODY & COMPANY
Edginess and Cam draw
PAGE 34
z :
a
Z.
TYPICAL
NI-.
1/8 "xl" PAINT STL. NON PER-
FORATED ANCHOR STRAP IN
BEAM EXTEND OVER TOP CHORD
& NAIL W /2 -16d NEAR SIDE &
1 -16d FAR SIDE - CLINCH
x4 PLATE BOLTED TO
EAM W /1/2 "x10" BOLTS
8" O.C.
FLAT OVERHANG DETAIL
SCALE 3/4" = I' -0"
RENUART'S UNITED TRUSS HI 3 -7461
1/8 "x1" PAINT STL. NON PERF. ZZ,
ANCHOR STRAP IN BEAM EXTEND
OVER TOP CHORD & NAILED W/2 -16d
NEAR SIDE & 1 -16d FAR SIDE AND
CLINCH.
4' - 0"
2x4 BOLTED TO. -TIE BEAM
W/1/2" BOLTS @ 48" ' O.0 .
SCALE 3/4 "= 1' -0"
2x4 PLATE BOLTED TO
BEAM W/1/2 "x10" BOLTS
48" 0.C.
FLAT RETURN TO LEDGER
W/ 5 -WAY CLIPS
TYPICAL 4 " -o" FLAT OVERHANG DETAIL
R ENIJART'S UNITED TRUSS HI -37461