10-286-015EXIST. WINDOW/DOOR
FOUNDATION NOTE5 OPENING
SYMBOL 4' REINFORCED CONCRETE SLAB WITH 6X6- WI.4xWi.4 WELDED WIRE MESH (ASTM A05) m
LOCATED 6 MID SLAB, SUPPORTED w/2' CHAIRS SPACED 3' -0' o.c. EACH WAY, OVER 6 MIL
a VAPOR BARRIER ON CLEAN WELL COMPACTED TERMITE TREATED FILL FREE OF ORGANIC
MATTER MAXIMUM
SIZE OF ANY ROCKS WITHIN 12' BELOW THE FLOOR SLAB SHALL BE A MAXIMUM OF 3' IN
DIAMETER
❑
2 1 -#5 REINFORCEMENT BAR GRADE 60 IN GROUT FILLED CELL AT ALL CORNERS, NEXT t0 ALL
OPENINGS, AND 48'o.c. OR UNLESS NOTED OTHERWISE. (FOR EXT WALL is FIRST FLOOR)
a8'x8'x16' CONCRETE MASONRY UNITS WITH NO. 9 GAUGE LADDER TYPE JOINT REINFORCEMENT
EVERY OTHER COURSE Oro' ON CENTER VERTICALLY)
® COMPRESSIVE STRENGTH OF CONCRETE FOR SLABS AND FOOTINGS SHALL BE 3,000 PSI al 28 DAYS.
5n VERIFY SIZE AND LOCATIONS OF ALL WINDOW /DOOR OPENINGS AND OPENINGS IN SLAB
W/ ARCHITECTURAL DUGS.
®O = INDICATES COLUMN TYPE AND OF COLUMN.
REFER TO COLUMN SCHEDULE FOR REINFORCEMENTS.
r I
9 GAGE JOINT REINF.,
TRUSS TYPE AT EVERY
SECOND COURSE.
22 GAGE CORRUGATE =
DOVETAIL ANCHORS
EVERY SECOND COURSE
CONNECT EACH ANCHOR
TO EXISTING WALL WITH
�(2) 3/16' x 2' TAPCONS
O= INDICATES COLUMN TYPE AND END OF COLUMN.
REFER TO COLUMN SCHEDULE FOR REINFORCEMENTS. \ ` ` 5 T I N
PROVIDE (2) 05 x 4' -O'lg CORNER CRACK BARS -9 ALL CORNERS OF SLAB (AS INDICATED ON PLAN)_ M745ON "T- O N IN
PROVIDE 8'x8' CONCRETE SILL. REINF w/ 105 TOP 4 105 BTM 0 ALL WINDOW 511-LS (TYP). G L 0 & UfR D E T 74 I L
2
OCOMPACT INTERIOR FILL TO 959. OF MODIFIED PROCTOR MAXIMUM DRY DENSITY AS PER ASTM D - 155 5 -1 SCALE: N.T.S.
AT OPTIMUM MOISTURE CONTENT.
FOOTING 5CHEDULE COLUMN 6GHEDULE
BOTTOM REINFORCEMENT
REINFORCEMENT REMARKS REMARKS
DIMENSIONS
U_ o w Q A 5 C O VERTICAL HORIZONTAL
TEO A 8' CONT. 8' W05 - THICKENED EDGE GI A 8' x 12' 4 -05 03 TIES s9 8'o c. CONCRETE COLUMN
U,FI6 B ICa' CONT. 12' (2) 05 05 i+ 4&'o,-_ WALL FOOTING C2 A 8' x 13" 4 -«5 "3 TEES 8'o c. CONCRETE COLUMN
F -i 5 36' 36' 12' (4) "5 (4) "5 CONCRETE FOOTING C3 A 8" x 16' 6 -"5 03 TIES is 8'o.c. CONCRETE COLUMN
F -2 B 48• 48' 12' (4) "5 (4) «5 CONCRETE FOOTING C4 A 6' x IS" 6 -05 03 TIES a 8'o c. CONCRETE COLUMN
FOOTING TYPES G5 A 8' x 19' 6 -M5 03 TIES is 8'o.c. CONCRETE COLUMN
g C6 B 16' x 16' 4 -«5 - MASONRY COLUMN
-- COLUMN Tl'PES:
A A
TY -A TYPE-13
NOTES: PROVIDE 205 CORNER BARS X 30' LONG EA. WAY, 19 ALL CONTINUOUS WALL TYPE -A TYPE-5 TYPE -C
FOOTING CORNERS.
I'5 DOWELS EMBEDDED INTO
45 IN 3000 PSI GROUT FILLED CELL
EXISTING TIE BEAM EXISTING TIE BEAM w/ HILT[
2000 PSF SHOULD OTHER CONDITIONS OR MATERIALS BE ENCOUNTERED, THE ENGINEER SHALL BE NOTIFIED PRIOR
PROVIDE CLEANOUT AT BOTTOM TO
HY -150 EPDXY SYSTEM w 16'
A
ENSURE PROPER FILL. ADD WEEP HOLES
EMBEDMENT
15 BASED OK SEE F.B.C. DADE COUNTY 2004 EDITION SECTION 18182.
_
-
� - EXISTING MASONRY WALL TO REMAIN
1/3 AND 2/3 OF SPAN. FILLED CELLS is
SEE ARCH PLAN
SHALL BE RECOMPACTED AND RETESTED AT THE CONTRACTORS EXPENSE, AND AS DIRECTED BY THE ENGINEER
U U
Z
WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS
w/ ARCHITECTURAL PLAN.
W tM
CORNERS AND OPENINGS 48' O.C. OR AS
FOR ELEVATION
°
q ..
HOOK BARS
INTO FOOTI_
12'
_
-
INDICATED ON FOUNDATION PLAN SEE NOTES
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AND PLANS FOR ALL WALL REINF. SPACING.
W
LL
-
1/2' PRE MOLDED JOINT FILLER (TYP)
05 STARTER BAR
-
-
ALL SPLICES SHALL
=
4' REINFORCED CONCRETE SLAB WITH
a
- --
PROVIDE 10
PROVIDE I'S
BE A MIN. 48 BAR
DIAMETERS
_
-
-
6X6-W1.441.4 WELDED WIRE MESH
_
VERT
LOCATED e MID SLAB OVER
FILLED w!
-
-
VAPOR BARRIER ON CLEAN WELL
--
--
z
3000 PSI GROUT
ELEY. _ -0' -0'
GOMPAGTE
TERMITE TREATED FILL.
f, ,\
U ELEV. = -0' -8' GRADE - _ �'�� / /�/' �
�� \ PROVIDE VAPOR BARRIER
EXISTING
WALL-
MIN. 6'
EMBEDMENT
.4
° EXISTING
FOOTING
a ° n
105 DOWELS EMBEDDED INTO
EXISTING FOOTING w/ HILTI HIT HY 150
EPDXY SYSTEM w 16' EMBEDMENT
NEW FILL CELL DETAIL �
SCALE: 1/4"= V-0'
2 -05 DOWELS EMBEDDED
INTO EXISTING FOOTING
w/ HILTI HIT HY 150 EPDX
SYSTEM w /6' EMBEDMENT
STEM WALL FOOTING
(REFER TO FND PLAN REFER TO SCHEDULE
4 FOOTING SCHEDULE)
WALL FOOTING DETAIL 4
SCALE: N.T.S. 5 -I
EXISTING NEW CONCRETE COLUMN
MASONRY WALL (REFER TO COLUMN SCHEDULE
FOR SIZE AND REINF.)
NEW
MASONRY WALL
a,-
%— NEW FOOTING
PROVIDE 2 -% BARS LOCATED 6
EXISTING FOOTING MIDDLE OF FOOTING X48' LONG
D E T A I I INTO EXISTING FOOTING.
J-/ +- 3 EMBEDMENT 8' w/HILTI HIT HY 150
SCALE: N.T.S. 5 -1 EPDXY SYSTEM
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EMBEDDED 4' INTO EXISTING FOOTING
w/ HILTI HIT HY -150 EPDXY SYSTEM
NEW CONC. SL
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--
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PROVIDE VAPOR BR IER- I =I 11 =f I I - =I 11 I f I =I f I= I I f =l f 1 r
III-Ifl-lil= III -111-
NEW SLA5 TO XI5TIN 5LA5 DETAIL
SCALE: 1/4'= 1' -0'
G4 3
I TYP p
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4'-101j
C4
7 - I
/
21' --4"
15' -0"
.... ............
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NOTE:
2000 PSF SHOULD OTHER CONDITIONS OR MATERIALS BE ENCOUNTERED, THE ENGINEER SHALL BE NOTIFIED PRIOR
N
TO PROCEED1% WITH THE WORK THE ARCHITECT OR ENGINEER SHALL SUPPLY A LETTER ATTESTING THAT THE
A
13� W
- EXISTING CONCRETE SLAB TO REMAIN
ZA
15 BASED OK SEE F.B.C. DADE COUNTY 2004 EDITION SECTION 18182.
O
THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEOTECHNICAL ENGINEER TO VERIFY SUCCESSFUL
� - EXISTING MASONRY WALL TO REMAIN
"J
SHALL BE RECOMPACTED AND RETESTED AT THE CONTRACTORS EXPENSE, AND AS DIRECTED BY THE ENGINEER
U U
Z
WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS
w/ ARCHITECTURAL PLAN.
W tM
. t-0
W
to
J
HOOK BARS
INTO FOOTI_
12'
0
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w I-0
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NEW
MASONRY WALL
a,-
%— NEW FOOTING
PROVIDE 2 -% BARS LOCATED 6
EXISTING FOOTING MIDDLE OF FOOTING X48' LONG
D E T A I I INTO EXISTING FOOTING.
J-/ +- 3 EMBEDMENT 8' w/HILTI HIT HY 150
SCALE: N.T.S. 5 -1 EPDXY SYSTEM
=�r
m
a
8 M
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an `�
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d-
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SEE NOTE F11 I I I
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%
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i
0442' LONG DOWELS -0 24`0.c.
EMBEDDED 4' INTO EXISTING FOOTING
w/ HILTI HIT HY -150 EPDXY SYSTEM
NEW CONC. SL
N
--
"' =1! 66! l i -1 f l = —I! 111 I- 1(1 =1TI�I I I1 I f =1 11 =9 11 =1 I I =1 I'=
_I 11 1 I 1 =1 10 =1 II I I i F
PROVIDE VAPOR BR IER- I =I 11 =f I I - =I 11 I f I =I f I= I I f =l f 1 r
III-Ifl-lil= III -111-
NEW SLA5 TO XI5TIN 5LA5 DETAIL
SCALE: 1/4'= 1' -0'
G4 3
I TYP p
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4'-101j
C4
7 - I
/
21' --4"
15' -0"
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a a DATE :MARCH 27 2010
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PROPOSED REMODELATION FOUNDATION PLAN aCAL : AS SHOWN
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501L 5TATEMENT
N
NOTE:
2000 PSF SHOULD OTHER CONDITIONS OR MATERIALS BE ENCOUNTERED, THE ENGINEER SHALL BE NOTIFIED PRIOR
N
TO PROCEED1% WITH THE WORK THE ARCHITECT OR ENGINEER SHALL SUPPLY A LETTER ATTESTING THAT THE
13� W
- EXISTING CONCRETE SLAB TO REMAIN
ZA
15 BASED OK SEE F.B.C. DADE COUNTY 2004 EDITION SECTION 18182.
O
THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEOTECHNICAL ENGINEER TO VERIFY SUCCESSFUL
� - EXISTING MASONRY WALL TO REMAIN
"J
SHALL BE RECOMPACTED AND RETESTED AT THE CONTRACTORS EXPENSE, AND AS DIRECTED BY THE ENGINEER
U U
Z
WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS
w/ ARCHITECTURAL PLAN.
W tM
. t-0
W
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0
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a a DATE :MARCH 27 2010
E
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PROPOSED REMODELATION FOUNDATION PLAN aCAL : AS SHOWN
-tea
1/4" = 1' -0"
501L 5TATEMENT
AS PER VISUAL INSPECTION SOIL CONDITIONS AT THIS SITE ARE SAND 4 ROCK WITH A MIN BEARING CAPACITY OF
NOTE:
2000 PSF SHOULD OTHER CONDITIONS OR MATERIALS BE ENCOUNTERED, THE ENGINEER SHALL BE NOTIFIED PRIOR
TO PROCEED1% WITH THE WORK THE ARCHITECT OR ENGINEER SHALL SUPPLY A LETTER ATTESTING THAT THE
SITE HAS BEEN OBSERVED AND THE FOUNDATION CONDITIONS ARE SIMILAR TO THOSE UPON WHICH THE DESIGN
- EXISTING CONCRETE SLAB TO REMAIN
ZA
15 BASED OK SEE F.B.C. DADE COUNTY 2004 EDITION SECTION 18182.
THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEOTECHNICAL ENGINEER TO VERIFY SUCCESSFUL
� - EXISTING MASONRY WALL TO REMAIN
COMPLETION OF SITE PREPARATION EFFORTS, LOCATIONS FAILING TO MEET THE GEOTECHNICALS REQUIREMENTS
SHALL BE RECOMPACTED AND RETESTED AT THE CONTRACTORS EXPENSE, AND AS DIRECTED BY THE ENGINEER
- CONTRACTOR TO VERIFY ALL STRUCTURE DIMENSIONS
WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS
w/ ARCHITECTURAL PLAN.
HAVE BEEN MET SHALL BE MADE BY THE GEOTECHNICAL ENGINEER
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Alex Kondrat & Associates, Inc q p
STRUCTURAL ENGINEERS S-1
00009717 C.A.
Alex Kondrat — P.E. #58086, # 0 a w
12900 SW 128 Street, Suite 104
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Miami, Florida 33186 0 >� c CL s of E 3:.J NO. OF
Ph. (786) 293 -2888 Fax. (786) 293 -2883 ° `3 °