5875-5925 SW 69 ST EB-96-066-007 .........-----------------
5
OT
',0
17
ILI
I) I I I el 2-> 7 G 4 15 2 1
r
lo,
zi a
0
�4 �7 �11 4- 41 42 40
r
pwwo
r::�Wl
FAV
27
(,,-TrFr--T
LO
/61
LEGAL DESCRI'PIJUN:
Lots 2{3 thrgUgh 43: Block 11
REALTY SECURITIE-S CWPORATION TOWNSITE OF
LARKINSAccordinq to the Pliat thereof as
recorded i n' 1--11 at Book 2 at Page 105 of the
pUblic recordr, of Vado Courity, Florida.
Less the East 5. 00 font vid thn South 5. 00
foot thereof for Right of Way purpose.
1010 14 1 4'_ 17 So. oll 1.71 17.s' 17-4 211-10 �z
SOIL STATMMF.NT
5ASEI:> ON r=xjsTiNcor,0NwITI0N, SlTe 'INVIC�ATI!9
UNWI5TURZ1!V eANV ANZ> LIM!!ROCK AtTH,A
VALULm,oi= ZO Kelm. SHOLLO 01"HWk CoONVITION15
MA50WZY NOTE5 5E 140TR�YTHC- E146INer:R. 5F-r-0f;M
1. EN(51NEERED LOADBEARIN6, CONCRETE MAS0NPY HALLS ARE DESIC7NED IN
ACCORDANCE V41TH BUILVIN(5 CODE REGWIREMENT5 FOR MASONRY 5TRIr-TURE5
(ACI 530-WASCE 5-85) AND 5PECIFICATION5 FOR MA50KRY STRUCTURES
(ACI 550.1-55/A5GE 6-85).
2. MATERIALS-. cor4T.
A. ALL CONCRETE UNITI�SHALE CONFORM TO A5TM CqO-85 AND A5TM
6145-85. PP-15MSTRENOTH �m = 2000 PSI.
B., MORTAR- TYPE M. COMPLYIN6 NITH TfIE REOUIREMENT5 OF A5TM V r--I'?T,
IN f ILL.
e Rov�e o ct-A-L7 Of
0. OROUT. SHALL BE 3/5" MAXIMVM51ZE PEAROCK CONFORMIN6 TO A5TM
20 PAYS MINIMUM COMPRESSIVE:: STRENr2TH OF 3000 PSI. CONC,,RETE NOTE5,
C-416-85 V41TH
&ROUT SLUMP TO BE 8- MINIMUM, 10' MAXIMUM.
ettkx, STCI�L StiALL 13C NeW,,DLLtT '5, T C/OtFOXMIN'C�
1. ALL Rtt4l�'6,RO IT
0. REINFORCIN6 BAR5% A5TM A615. 6RAI?E 60. ��,e OWL,
TO A$tM A105. e4,'b,.
E. JOINT REINFORCEMENTs TO BE #-ILAUPER-TYPE OURONALL AT 145" O.C. 2. UNLess,01TIermsc,"NOTCO, ALL DrTAK=,, , IrA'8910A,110K, AN,, FLAZING
Or-knif mcgic.",�ieml WALL�OOWOAM 'TO Ttff: MWAL"Of STANDARD
CONSTRUCTION- PRAOTICU� �rbg A)ETAILING, PZCWdk-6t6",0ONC&T1: HE MLEPs.'
LAP ALL W SPLICES 30 'BAR'
MATERIALS, METHODS OF CONSTRUCTION, INSPECTION AND TE5TIN& 3
SHALL 13E AS SPECIFIED BY NCMA AND A61.
4. ALL 001409'ETE S"ALL D1:Vf.LOP-A MN" 'Or '3000 'fSt' 0,OMPRESSIVE
A. MORTAR BEDDIN6 MA50NRY UNITS SHALL BE LAIL? IN RUNNIN(5 13OND V41TH 0AY5 'IjKci�6",6ThkWISr/ 'nOum
FACE SHELL BEDDIN6 EXCEPT THE FIRST COURSE OF MA50NRY ON
FOUNDATION55HALL BE LAID IN FULL BEDDING. 4AAF (TY0
br' 40.000 Pst.
B. LAPPINO REINFORCEMENT; AHI 6E
1. REINFORCING7 BARS SHALL OF LAPPED 40 BAR DIAMETERS.
7.
'BNFOFZCIN6 SHALL BE OVERLAPPED 6' MINIMUM.
2. JOINT R A C70 AG TH'15 GROUND,
. . .e . . 3.
C
13 CONO'KE 't,tit' CO, TO W ATHE 0
0. MAXIMUM POUR LIFT FOR 6ROUT 15 4'-0*. 06
T
4. INSPECTION;
LIM,
' IN AGT VAT"
0 M rOONT 3/44'
A. DE516N OF TH15 PROJECT 15 BASED UPON EN6INEERIN6 INSPECTION OF 9f�W'm' 'ONIG,
VLAMZ� 'W A,FWfi,
il A-a
THE REINFORCED MASONRY NORK. C. SLM, " '61WI-1 Z 04,04 '0 or.Wrm LINE
r. '151�(Ovgg mm, WOR, -P
16-
MARK REVISION DESCRIPTION DATE
DALE
DAVIS Eimu vmEERS P.A
"T
780 TAMIAMI CANAL ROAD
11 X,
:47
r-::) (TY11 ' I MIANI19 FLORIDA 33144
(305)- 266-256,6
01,
"a, JO,a� NO, DATE
6 IT 1,
.16
LLLLL,.