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L 6;,4L. DESCRIPTION:
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THIS PROPERTY DESCRI51HD AS _
LOTS 22, 23 AND 24, BLOCK 3, WEST LAR<IN PAR<,
ACCORDING TO THE PLAT THEFEOP, AS RECORDED
IN PLAT E300K 12, PAGE 41� Or- THE PUE3L IC RECORDS OF
DADE COUNTY, FLORIDA
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501L 5TATEMENT:
ON 517E OBSERVATION INDICATES UNDISTURBED ROCK AND SAND UJ1TE 4 AN APPARENT
AND *3[�m 2'c/G, BEARING CAPACITY OF 2,000 PSF. A LETTER WILL BE PROVIDED BY THE ARCHITECT/
ENGINEER OF RECORD ATTE5TING THAT THE SOIL FOUND WAS SIMILAR UPON WHICH Z - N
---_-- THE DESIGN WAS BASED
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ALL CONCERTS BLOCK TO BE GRADS N-I, CONFORMING TO A5TM C-90 WITH A MINIMUM NET AREA 111 61, V
COMPRESSIVE STRENGHT (F'm) = 1,900> pat. ALL UNITS SHALL BE BUILT TO PRESERVE THE VERTICAL �-
CONTINUITY OF THE CELL5 TO BE FILLED, AND MUST MAINTAIN A CLEAR, UNOBSTRUCTED CONTINUOS I LLl
VERTICAL CELL MEASURING 2 INCHES BY 3 INCHES MINIMUM, CLEANOUT OPENING MU5T BE — — — — — 5.0 0' U (11 V
PROVIDED AT ALL CELL5 TO BE FILLED, MAXiMUN HEIGHT OF GROUTING LIFTS 15 4'-0'. THE VERTICAL -- — — — ��
REINFORCEMENT MU5T HAVE A MINIMUN 48 BAR DIAMETER LAP SPLICE V151BLE ABOVE THE F-
UPPERM05T CELL WHERE STRUCTURE 15 TO CONTINUE VERTICALLY, INTERMEDIATE LAP5 IN �— x m
CONCEALED WALL AREAS ARE NOT PERMITTED, ALL CONCRETE USED FOR GROUTING SHALL HAVE I NF—J C.BS FENCE I 6 � OL
A COMPRESSIVE STRENGHT OF 3,000 pal AT 25 DAYS, SUBMIT MIX DESIGN FOR aaz39'25' SEE SECT'ON AND PARtiAL x
APPROVAL. MORTAR SHALL BE TYPE 5, WITH A MINIMUM 5TRENGHT OF 1,800 pal. MASONRY II ELEV, 745 5�-EE7
STUCCO E30�4 51D WALLS SHALL BE REINFORCED HORIZONTALLY EVERY OTHER COURSE WITH 9 GAGE DIEFORtIED t
GALVANIZED 5TEEL TRU55 (LADDER TYPE), ALL CONCRETE USED FOR GROUTING 5HALL HAVE I 1 x
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