14-1164-00616' -1" L
FOUNDATION FLAN
SCALE: 1/4" =1' -0"
0
r
is
FOOTING SCHEDULE
MARK
SIZE
REINFORCEMENT
COMMENTS
WF -lh
16" CONT X 12"
20 S CONT
PROVIDE 205 X 5' -0" BENT 30" EACH WAY
CORNER BAR 6 CORNERS 4 INTERSECTIONS
LON
45 VERT. IN BLOCK CELLS
FILLED WITH CONG, GROUT, LUIS O. DE LA HOZ ' m _
SEE PLANS FOR LOCATION
8" CONC. BLOCK WITH S GAGE P E# 73932
JOINT REINF. 0 1Es" c/G
(LADDER TYPE) 8857 NW 17BTH sr
PROVIDE t 5" x 5" SAID -CUTS
GLEAN -OUTS AT 4' -0" c/c EACH MIAMI, FL 3301 B
VERT. BAR PHONE: (305) 903-8816
NOTES: 3
LODELAHOZQ4 YAHOO.E5
'/2" EXPANSION OINT MATERIAL.
4" CONC. SLAB DRILL 3/411-0 HOLES x 41/2
REINF. WITH DEEP 4 FILL WITH
1. PROVIDE 1 05 VERT. IN BLOCK CELL FILLED WITH CONC. GROUT 6 "xro "- W1.4xW1.4 Tlum. EPDXY GROUT
Q EACH SIDE OF OPENING. TYPICAL GRADE. ;1
e.... .��. ... .
2: ALL MASONRY BLOCKS WALLS SHALL BE REINFORCED WITH 05 m 48" VERTICAL
IN BLOCK CELLS FILLED WITH CONC. GROUT. TYPICAL, OR AS INDICATED ON PLANS, i I I! I I I� I =I I I- III = III =I I "
SEE PLAN FOR LOCATION 1 04 DOWELS
31-0110 24"
3.- PROVIDE CLEAN -OUTS AT ALL WALL VERTICAL REINFORCEMENT I I I =I I I- I \
AT 4' -0" c/o. MAXIMUM.
I� f wI l I111 . 4"" CON(. SLAB
N — — EXISTING
4.- ADD 2 04 DIAGONAL x 4' -0" LONG AS SHOWN, TYPICAL VAPOR
BARRIER
4.- AT ALL CORNERS. ;;; WELL SAW CUT EXISTING 4" LONG. SLAB
5.- PROVIDE 05 BOTTOM CORNERS BARS AT ALL CONT. FOOTING COMPACTED
,. FILL.
INTERSECTIONS, EXTEND 30" INTO EACH FOOTINGS p
:. WF -16, SEE
6: HOOK ALL VERTICAL REINFORCING INTO TIE BEAM ,a SCHEDULE
• ... , ,4 ~
1.- COORDINATE ALL 8 "x8" CONC. SILL WITH ARCHITECTURA DRAWINGS. FOR REINF.
REINF. WITH 2 05 CONTINUOUS 4 EXTEND 6" INTO WALL EACH END.
8.- SEE SHEET 5-1 FOR GENERAL NOTES
S.- CONTRACTOR MUST COORDINATE ALL DIMENSIONS WITH
ARCHITECTURAL DRAWINGS,
10.- COORDINATE ALL SLAB DROPS AND DEPRESSIONS WITH SECTION
ARCHITECTURAL AND MECHANICAL DRAWINGS.
11.- TOP OF SLAB ELEVATION - 0' -0" TYPICAL UNLESS SCALE; 3/4 "= 1' -0" �
NOTED OTHERWISE ON PLAN AS THUS OL TOP OF SLAB
EL,
12.- 4" CONC. SLAB OVER 6 MIL. VISQUEEN ON CLEAN FINE SAND SUPERVISED
FILL COMPACTED IN 12" LAYERS TO 95% OF THE MODIFIED PROCTOR DENSITY
TEST REINFORCED W/ 6x6 -W1.4 x W1.4 WELDED WIRE FABRIC PLACED 1 1/2"
FROM TOP OF SLAB
13: CONTRACTOR MUST PROVIDE TERMITE TREATMENT 4 FUMIGATOR
CERTIFICATION REPORT.
TERMITE TREATMENT OF SOILS UNDER SLAB ON GRADE SHALL
BE PERFORMED BEFORE POURING SLAB.
TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMICIDES 2 05 DOWELS x3' -0"
OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED DRILL 3/44, HOLES x 41/2"
AS A PREVENTIVE TREATMENT TO NEW CONSTRICTION DEEP 4 FILL W/ EPDXY
NEW CON(. TB, SEE PLANS
14.- CONTRACTOR MUST NOTIFY ARCHITECT / ENGINEER PRIOR TO GROUT.
PROCEEDING WITH THE WORK ANY CONDITION DIFFERENT FROM
WHAT IS SHOWN IN THESE PLANS AS ENCOUNTERED IN THE FIELD
15.- DIMENSIONS SHOWN SHALL BE FIELD - VERIFIED. ANY
DISCREPANCIES SHALL BE NOTED AND THE ENGINEER EXIST. CONC. TB.
OF RECORD NOTIFIED BEFORE CONTINUING WITH THE WORK
SOIL STATEMENT:
IL IF
+'3 DOWELS m 24" c%.
BASED ON A VISUAL INSPECTION ON SITE, THE SOIL IS SAND, WITH
AN ALLOWABLE BEARING CAPACITY OF 2000 P.S.F. AS PER F.5 G. 2001
BASED ON THIS, THE FOUNDATION HAS BEEN DESIGNED FOR A MAXIMUM NEW BLOCK WALL
ALLOWABLE SOIL BEARING CAPACITY OF 2000 P.SF., AT THE TIME OF DRILL 1/2" 0 HOLES x 4"
CONSTRUCTION A LICENSED ARCHITECT OR PROFESSIONAL ENGINEER DEEP 4 FILL W/ EPDXY
SUBMIT TO THE BUILDING OFFICIAL A LETTER ATTESTING THAT THE SITE GROUT.
HAS BEEN OBSERVED AND THE FOUNDATIONS CONDITIONS ARE SIMILAR TO —
THOSE .UPON WHICH THE DESIGN IS BASED SC -1, SEE SCHEDULE
CONCRETE MASONRY NOTE: EXIST BLOCK
-WALL
ALL CONCRETE MANOORY UNITS (CMU) SHALL CONFORM -7
TO ASTM C SO "STANDARD SPECIFICATIONS FOR 2 05 DOWELS x V -0"
HOLLOW LOAD BEARING CONCRETE MASONRY UNITS,
WHIT A NET AREA COMPRESSIVE STRENGTH OF MASONRY
OF 1900 P.S.I.
DRILL 3/4"0 HOLES x 41/2
NEW CONC. FTG., DEEP 4 FILL WITH
SEE PLANS -1 EPDXY GROUT
EXIST, CONC. FTG.
NEW FTG. EXIST. FTG.
DETAIL
SCALE; 3/4 "z 1' -0"