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FOUNDATION /GROUND FLOOR PLAN
SCALE: 1/4" =1 r -0"
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PROJECT A-100056 I
FOUNDATION STATEMENT:
1. FOUNDATION DESIGN HAS BEEN BASED ON A PRESSUMPTIVE SOIL
BEARING CAPACITY OF 2000 P.S.F.
2. GEOTECHNICAL ENGINEER SHALL SUBMIT TO THE COUNTY INSPECTOR
& THIS ENGINEER A CERTIFICATION LETTER ATTESTING THAT THE SITE
HAS BEEN OBSERVED AND THE FOUNDATION CONDITIONS ARE SIMILAR
TO THOSE UPON WHICH THE DESIGN IS BASED.
3. UPON EXCAVATION, BACK FILLING AND COMPACTION, THE SOIL SHALL
BE TREATED FOR SUBTERRANEAN TERMITE PREVENTION AS REQUIRES
BY THE FLORIDA BUILDING CODE, SECTION 1816.
SLAB NOTE:
1S-1 INDICATES A 4" THICK CONCRETE SLAB REINFORCED W/
6x6-W1.4xW1.4 W.W.F. OVER 6 MIL VAPOR BARRIER ON COMPACTED
LIMEROCK BASE 98% MODIFIED PROCTOR (TYP.)
1—S-21 INDICATES A 6" THICK CONCRETE SLAB REINFORCED W/
6x6-W2.1xW2.1 W.W.F. OVER 6 MIL VAPOR BARRIER ON COMPACTED
LIMEROCK BASE 987 MODIFIED PROCTOR (TYP.)
CJ SLAB-ON-GRADE IS TO BE SAWCUT INTO MAX. 10'-0" x 10'-0o
SECTIONS. LOCATE JOINTS ALONG COLUMN LINES AND REENTRANT
CORNERS. COORDINATE W/ ARCH. FLOOR FINISH.
NOTE: (REFER TO MASONRY WALL NOTES ON SHT S.6.0)
1. FIRST FLOOR EXTERIOR 8" MASONRY WALLS SHALL BE
REINFORCED W/ #6 VERTICAL BARS AT 32- D.C. W/ 8GA LADDER
TYPE HORIZONTAL REINFORCEMENT EVERY SECOND BLOCK
COURSE COMMENCING WITH THE SECOND BLOCK COURSE UNLESS
OTHERWISE NOTED. ALL 2ND FLOOR EXTERIOR 8" MASONRY
WALLS TO BE REINF. W/#5 0 32- D.C.
2. ALL INTERIOR MASONRY WALLS SHALL BE REINFORCED W/ #5
VERTICAL BARS AT 48" O.C. W/ 8GA LADDER TYPE HORIZONTAL
REINFORCEMENT EVERY SECOND BLOCK COURSE COMMENCING
WITH THE SECOND BLOCK COURSE UNLESS OTHERWISE NOTED.
3. CONTRACTOR TO COORDINATE ALL WINDOW AND DOOR OPENINGS
WITH ARCHITECTURAL PLANS.
4. 8" MASONRY WALL OPENINGS LESS THAN X-O" WIDTH SHALL BE
REINFORCED ALONG THE SIDES OF THE OPENING W/ (2)-#6
VERTICAL BARS IN FULLY GROUTED CELLS.
ENGINEER STATEMENT
IN IVIT FIlLtL5510NAL JUDGEMENT AND TO THE BEST OF MY KNOWLEDGE
AND BELIEF, THESE PLANS AND SPECIFICATIONS COMPLY WITH THE
FLORIDA BUILDING CODE.
R5ZM DENOTES 4" WALL/COLUMN EXTENSION. REFER TO WALL
TRANSITION DETAIL ON THIS SHT.
1 -+4• -0r A.F.F. A-
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EL-+4' -0' A.F.F.
4" EXTENSION
EXIT. REINF TO BE
_j SHIFTED WITHIN 4"
CONCRETE EXTENSION
COLUMN
04 13- CL
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-ce -.4 TOM MARINOS
NORTH Inn CIVIL, STRUCTURAL
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FOUNDATION —1 i i i FOUNDATION
REFER TO PLAN
REFER TO PLAN
L ----------- j
CMU WALL CONC. COLUMN
WALL TRANSITION-DETAIL I
SCALE: 1/2"=l'-O"
r
48 HOURS BEFORE DIGGING
CALL SUNSHINE STATE
TOLL FREE
(5-800-432-4770
UNDERGROUND UTILITIES NOTIFICATION
CENTER OF FLORIDA
F
M
Lr,--f /--, I, f — 1
Il
F".
ILI `fir
ROBERT TARAFA
6501 N.W. 36 ST, SUITE 101
MIAMI, FL 33166
Phone: 305.876.1440
Fax: 305.876.1441
•C I V I L
-STRUCTURAL
-LANDSCAPE
-DESIGN CONSULT:
• M / E / P
PROPOSED
RESIDENCE FAMILY
LOT 59 BLOCK I
SUBDIVISION GABLES EDGE
S.W. 59 TERRACE
SEAL
fill it"%
MAWING MrLE 1
FOUNDATION/
FIRST FLOOR
PLAN
P%
DRAWING DRAWING w I s wiso