14-925R-014SYMBOL OLND AT f CN NOTES
a4' REINFORCED CONCRETE SLAB WITH 6X6- W1.4xW1.4 WELDED WIRE MESH LOCATED a MID
SLAB OVER 6 MIL VAPOR BARRIER ON CLEAN WELL COMPACTED (COMPACT TO
A MINIMUM OF 95 PERCENT OF THE DRY SOIL DENSITY AS DETERMINED BY THE MODIFIED
PROCTOR TEST- ASTM D -1551) TERMITE TREATED FILL FREE Or ORGANIC MATTER MAXIMUM SIZE
OF ANY ROCKS WITHIN 12' BELOW THE FLOOR SLAB SHALL BE A MAXIMUM OF 3' IN DIAMETER.
1 -05 REINFORCEMENT BAR GRADE 60 IN GROUT FILLED CELL
2❑ AT ALL CORNERS, NEXT TO ALL OPENINGS, AND 48 "o.c.
OR UNLESS NOTED OTHERWISE. (FOR EXTERIOR WALL)
❑3 8 "x8 "x16" CONCRETE MASONRY UNITS WITH NO. e GAUGE LADDER TYPE JOINT REINFORCEMENT
EVERY OTHER COURSE (16' ON CENTER VERTICALLY)
COMPRESSIVE STRENGTH OF CONCRETE FOR SLABS AND FOOTINGS SHALL BE 2,500 PSI m 28 DAYS.
VERIFY SIZE AND LOCATIONS OF ALL WINDOW /DOOR OPENINGS AND OPENINGS IN SLAB WITH
ARCHITECTURAL DWGS.
O = INDICATES COLUMN TYPE AND START OF COLUMN.
REFER TO COLUMN SCHEDULE FOR REINFORCEMENTS.
O= INDICATES COLUMN TYPE AND END OF COLUMN.
REFER TO COLUMN SCHEDULE FOR REINFORCEMENTS.
0 PROVIDE (2) "4 x 4' -0'Ig CORNER CRACK BARS a ALL CORNERS OF SLAB (AS INDICATED ON PLAN).
PROVIDE 8'x8' CONCRETE SILL REINF w/ 1'S TOP 4 105 BTM 6 ALL WINDOW SILLS (TYP).
a CONTRACTOR TO HIRE A CERTIFIED TESTING LABORATORY TO VERIFY SIZE DEPTH 4 REINFORCING
OF EXISTING CONCRETE FOOTINGS. SUBMIT REPORT TO E.O.R FOR ANALYSIS PRIOR TO PROCEEDING
WITH CONSTRUCTION.
EXISTING TIE BEAM
SEE ARCH PLAN
FOR ELEVATION
SAW CUT EXTERIOR FACE —
SHELL 4 WEBS. PROVIDE AN
UNOBSTRUCTED OPENING.
1'5 DOWELS EMBEDDED INTO
EXISTING TIE BEAM w/ HILTI
HY -150 EPDXY SYSTEM w /(o'
EMBEDMENT
Z.
811
............. :.. .... . ....... .............
S VERT REINF
FILLED w/
1 - ------------ i------- ------ '-------- - - - - -- 3000 PSI GROUT
0
ch
U
.......... ... ......a ... ...... ............... ..- -- - - - --
U) �.
--------- - - ---- -- -------------- EXISTING WALL
MIN. 6'
EMBED
EXISTING FOOTING
1 15 DOWELS EMBEDDED INTO
EXISTING FOOTING w/ HILTI HIT HY 150
EPDXY SYSTEM w /6' EMBEDMENT
NEW FILL CELL DETAIL 1
SCALE: N.T.S.
03 DOWELS XI6' LONG SPACED 9
IS' OC EMBEDDED MIDDLE OF
EXISTING SLAB 3' W/ HILTI HIT HY.
200. CONDITION APPLIES AT THE
INTER--ACE OF ALL NEW AND
EXISTING SLABS.
NEW CONC. SLAB—,
2 -*5 DOWELS EMBEDDED
INTO EXISTING FOOTING
w/ HILTI HIT HY 150 EPDXY
SYSTEM w /6' EMBEDMENT.,
r
EXIST. WINDOW /DOOR
Ilk OPENING
-- 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
EXISTING
MASONRY OPENING WALL LI FOOTING TO
2 CLOSURE _DETAIL
REMAIN SEE NOTE
S -1 SCALE: N.T.S.
EXISTING
MASONRY WALL
PROVIDE VAPOR BARRIER -- - -
(TYP) NEW SLAB TO
EXISTING SLAB DETAIL 4
SCALE: N.T.S. S-1
NEW CONCRETE COLUMN
(REFER TO COLUMN SCHEDULE
FOR SIZE AND REINF.)
— EXISTING FOOTING
DETAIL 3
SCALE: N.T.S. S -1
NEW CONCRETE COLUMN
SEE PLAN 4 SCHED FOR
SIZE 4 REINF.
NEW FOOTING
PROVIDE 2 -06 BARS LOCATED 9
MIDDLE OF FOOTING X48' LONG
INTO EXISTING FOOTING.
EMBEDMENT 8' w /HILTI HIT HY 150
EPDXY SYSTEM
l_EXISfiING CONCRETE TIE
BEAM TO REMAIN
3- '5x36 "LG DOWELS
EMBEDDED
IN TI AM
INTO EXISTING BE
E E
•' w/ HILTI HIT HY 150 EPDXY
;' SYSTEM w /6' EMBEDMENT
iiil
EXISTING CONCRETE
FOUNDATION TO REMAIN
SECTION 5
SCALE: 1/2"= 1' -0" S-4
---------- ---- ------------------ � ---
CI
I —
I
I I
I I
I -
ctl
I I
I - I
I
I I
I I
' I
I I
I I
I I
I I
I I
I I
1
�n
1
8' THK CMU WALL w/
..................... ........................................... . .. __ . -- ----..... .....................---- -
45 VERT REINF a 48' o.c.
.......................... ............................... - ----------------- - - - - -- . __ .................. ........................... -
-- ............... -- ............
1 1
89 -10
WF36
ll' -0' I
IT -0' 1
1I' -01
r-----
- - - - --
---- - - - - -- ------- - - - - --
WF3r0
- - - - --
I
O
,
- - - -g ----- - - - - --
–
I
I
1 l
I G4
I
-;
Z:
TYP
I
I I
I
5-4 I
I 0 1
I
I
-
I
I li
I
. ' - - - -- - - --
- - - -- ------------ I
I
I
L= - - -
I
-.- ..
- . ....
` \ .. .. ...........................
I
- WF24 --
C3
J
Cl
�
�
i
t11
!
I
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
EXISTING
MASONRY OPENING WALL LI FOOTING TO
2 CLOSURE _DETAIL
REMAIN SEE NOTE
S -1 SCALE: N.T.S.
EXISTING
MASONRY WALL
PROVIDE VAPOR BARRIER -- - -
(TYP) NEW SLAB TO
EXISTING SLAB DETAIL 4
SCALE: N.T.S. S-1
NEW CONCRETE COLUMN
(REFER TO COLUMN SCHEDULE
FOR SIZE AND REINF.)
— EXISTING FOOTING
DETAIL 3
SCALE: N.T.S. S -1
NEW CONCRETE COLUMN
SEE PLAN 4 SCHED FOR
SIZE 4 REINF.
NEW FOOTING
PROVIDE 2 -06 BARS LOCATED 9
MIDDLE OF FOOTING X48' LONG
INTO EXISTING FOOTING.
EMBEDMENT 8' w /HILTI HIT HY 150
EPDXY SYSTEM
l_EXISfiING CONCRETE TIE
BEAM TO REMAIN
3- '5x36 "LG DOWELS
EMBEDDED
IN TI AM
INTO EXISTING BE
E E
•' w/ HILTI HIT HY 150 EPDXY
;' SYSTEM w /6' EMBEDMENT
iiil
EXISTING CONCRETE
FOUNDATION TO REMAIN
SECTION 5
SCALE: 1/2"= 1' -0" S-4
---------- ---- ------------------ � ---
CI
I —
I
I I
I I
I -
ctl
I I
I - I
I
I I
I I
' I
I I
I I
I I
I I
I I
I I
1
�n
1
----------
--------------------- ---- - - - - -- -
G2 G2
Cn 6�
SEE NOTE M
... . . . . .. .............. ................ . /
------ - - - - -- ------ - - - - -- --- ----------------- - - - - --
TYP - =
16'-x- - I' -4! 3
-------------------- - - - -�! i
.............
--------------- C2',
TYP
5
5 -4
. t
EXISTING 24"x12"
ALL FOOTING TO
REMAIN (TYP)
SEE NOTE ❑9
0'
it ... 13' -10'
, --------- 10' -4'
..................... 2' -5' 13' -8' 2' -2` 2' -4' 2' -5' . 2' -4'
............... ......................... ..... . . . . .. .... ........................... ........ . . . . .. --- - -.... ..........-------------------------------- - - - - -- - . .. ..............- .------- ....... --------------------._._....... ..----------- .- ... s ,
I 11
I IE
I IE
I li
N I: F1
S -1
I I
C10
I
1
.............................
,
1
I
N: frl
- -- - - -- - - - --
. • , N1; i I I I
i � C- 4 -
- - - - - -- : ;
it1 � i r I I I I
i rI I I F - 1 F1 F1 F1
- -- - - -- O - C-9
-
I I I rl f I I
- F
..........
---- _-- \---- - - - - -- r - ; - - \-- - - - - -- _
C� -
. l I
N' — --- --
O
1
I
I... - - - - -- - - - - -- ----- - - - - -- ------- - - - - -- ............ ------- - - - - -- ------- - - - - -- ----
...
cal , c'�l
:1...
--J
L--- ----- --- - -� — L---- ---- - - -- -� ^ti.....----- L- ------- - -- - - — L------- - - - - -- —
1211 O l' 2' 6':-— ^-- " " " " " - -' --- L - - -- - 4e " --- '•.E..... �•yv. "- ........ �G " "- -------�♦
I
1 1 1 1 01 1— 0'
1
cti 1 -0 - +— f
0
�n -- -- - - -- - --
C1 _ EXISTING 36"x12'
EXISTING 36 "x12"
1 i 0 I ALL FOOTING TO
1_ 1 ALL FOOTING TO
61 1 r : .
' 1 REMAIN (TYP) REMAIN CTYP)
S ® SEE NOTE
EE NOTE
,
2 3
cA
' C5 NEW CONCRETE
....
DETAIL 5/5-1.
(TYP) -
---- ------
\.--EXISTING 24 "x12"
ALL FOOTING TO
REMAIN (TYP)
r SEE NOTE 9]
EXISTING 24 'x12' 0 NEW CONCRETE
OLUMN SEE i .....;
ALL FOOTING TO DETAIL 5/5-1.
1 RE MAIN ( TY
)
lTY )
SEE NOTE ❑9
2 3
2 3
C4 - - - -- -
N
O -
• - - - - -- - . -... .. .. ......... ------------------------------------------------------
1
— ..- ................ . .. — - - -- -• ....................
—......... .................. ............
1 • O
C2 G6 — CI G2
O
G2 C1 C2
C1
:O
I 1' I 1 1 1 1 1 1
-101 2 -3 : 10 -11 4 -10 8 -10 9..'S 4 -4 r 11..'8..... ....... . ?- -�D - -i
I 1 I 1 I 1 I 1
-- -.--- - - ---- ... ....... . ... .. . -------- ----------------- ...... ......................--- - - - - -- --- -- -- -------- ._.._- - - - - -- - - - -. - ---- - - - - -- - - - - -1_ -- ------ - - - - -/ ............... - - ---------- -- - - - - - -- - -- - --- -- - - - - -- - - -- - - -- - ,� ................ – % -- - -- f° ' .
90' - (o'
n
��FOUNDATION PLAN
r- - - _.,a
d6MIgn inc.
p.o. box 14.2116
coral gables, florida
33114.2116
v. 305.443.3100
f. 305.259.3986
e. info @whadesign.com
architect of record:
William Arthur
License Number: 0012074
SCALE: 1/4" = 1'-0"
SOIL STATEMENT
AS PER VISUAL INSPECTION SOIL CONDITIONS AT THIS 51TE ARE SAND 4 ROCK WITH A MIN BEARING
CAPACITY OF 2000 PSF SHOULD OTHER CONDITIONS OR MATERIALS BE ENCOUNTERED, THE ARCHITECT
SHALL BE NOTIFIED. PRIOR TO PROCEEDING 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 IS BASED ON.
NOTE:
- EXISTING FLOOR SLAB TO REMAIN
I - EXISTING MASONRY WALL
..... 4 CONCRETE WALL TO REMAIN.
- EXISTING CONCRETE FOOTING TO REMAIN.
- - - - -- - - - -- - SEE NOTE
- CONTRACTOR TO VERIFY ALL STRUCTURE DIMENSIONS
w/ ARCHITECTURAL PLAN.
Alex Kondr at & Associates, Inc.
Alex Kondrat - P.E. #58086 ���11111�1 /ii
10305 NW 41 Street, Suite 124 ����� KON
Dor al, Florida 33178 EN
Ph. (305) 387 -5770 Fax. (305) 3t7 -5'769
°
C ` � D'`
�'. STATE OF
1AI
1111110 ,
design associate:
bFORD
These plans and specifications are
the exclusive property of MIA
Design. Any reproduction,
modification, disclosure, and /or use
of these materials (or any portion
thereof) without WHA Design's prior
written consent is strictly prohibited.
co
U_
E "E
m
L CliC
LL
E '653
• C
U) =3 0
^C/) 0 �
}� C io
+0�
U �
L =
� O "X
C/)Up
L
CU CD
N U5
c Cn CO o
L.� (1 0
c
U �
m �
o c
CL o
project history:
ARCH REV. 11/13/14
1 0
REV. 11/25/14
project information:
date:
01/20/14
project number:
13 -20
sheet title:
Floor Plan &
Keynote Legend
sheet number.
S1 ■
file:
sl .dwg
8' THK CMU WALL w/
..................... ........................................... . .. __ . -- ----..... .....................---- -
45 VERT REINF a 48' o.c.
.......................... ............................... - ----------------- - - - - -- . __ .................. ........................... -
-- ............... -- ............
1 1
89 -10
ll' -0' I
IT -0' 1
1I' -01
i -
WF3r0 W
--------------------------------------------------------------------------------------- -
WF3r0
- - - - --
------------ -----------------
--------------------------- - -
- - - -g ----- - - - - --
SEE NOTE M
... . . . . .. .............. ................ . /
------ - - - - -- ------ - - - - -- --- ----------------- - - - - --
TYP - =
16'-x- - I' -4! 3
-------------------- - - - -�! i
.............
--------------- C2',
TYP
5
5 -4
. t
EXISTING 24"x12"
ALL FOOTING TO
REMAIN (TYP)
SEE NOTE ❑9
0'
it ... 13' -10'
, --------- 10' -4'
..................... 2' -5' 13' -8' 2' -2` 2' -4' 2' -5' . 2' -4'
............... ......................... ..... . . . . .. .... ........................... ........ . . . . .. --- - -.... ..........-------------------------------- - - - - -- - . .. ..............- .------- ....... --------------------._._....... ..----------- .- ... s ,
I 11
I IE
I IE
I li
N I: F1
S -1
I I
C10
I
1
.............................
,
1
I
N: frl
- -- - - -- - - - --
. • , N1; i I I I
i � C- 4 -
- - - - - -- : ;
it1 � i r I I I I
i rI I I F - 1 F1 F1 F1
- -- - - -- O - C-9
-
I I I rl f I I
- F
..........
---- _-- \---- - - - - -- r - ; - - \-- - - - - -- _
C� -
. l I
N' — --- --
O
1
I
I... - - - - -- - - - - -- ----- - - - - -- ------- - - - - -- ............ ------- - - - - -- ------- - - - - -- ----
...
cal , c'�l
:1...
--J
L--- ----- --- - -� — L---- ---- - - -- -� ^ti.....----- L- ------- - -- - - — L------- - - - - -- —
1211 O l' 2' 6':-— ^-- " " " " " - -' --- L - - -- - 4e " --- '•.E..... �•yv. "- ........ �G " "- -------�♦
I
1 1 1 1 01 1— 0'
1
cti 1 -0 - +— f
0
�n -- -- - - -- - --
C1 _ EXISTING 36"x12'
EXISTING 36 "x12"
1 i 0 I ALL FOOTING TO
1_ 1 ALL FOOTING TO
61 1 r : .
' 1 REMAIN (TYP) REMAIN CTYP)
S ® SEE NOTE
EE NOTE
,
2 3
cA
' C5 NEW CONCRETE
....
DETAIL 5/5-1.
(TYP) -
---- ------
\.--EXISTING 24 "x12"
ALL FOOTING TO
REMAIN (TYP)
r SEE NOTE 9]
EXISTING 24 'x12' 0 NEW CONCRETE
OLUMN SEE i .....;
ALL FOOTING TO DETAIL 5/5-1.
1 RE MAIN ( TY
)
lTY )
SEE NOTE ❑9
2 3
2 3
C4 - - - -- -
N
O -
• - - - - -- - . -... .. .. ......... ------------------------------------------------------
1
— ..- ................ . .. — - - -- -• ....................
—......... .................. ............
1 • O
C2 G6 — CI G2
O
G2 C1 C2
C1
:O
I 1' I 1 1 1 1 1 1
-101 2 -3 : 10 -11 4 -10 8 -10 9..'S 4 -4 r 11..'8..... ....... . ?- -�D - -i
I 1 I 1 I 1 I 1
-- -.--- - - ---- ... ....... . ... .. . -------- ----------------- ...... ......................--- - - - - -- --- -- -- -------- ._.._- - - - - -- - - - -. - ---- - - - - -- - - - - -1_ -- ------ - - - - -/ ............... - - ---------- -- - - - - - -- - -- - --- -- - - - - -- - - -- - - -- - ,� ................ – % -- - -- f° ' .
90' - (o'
n
��FOUNDATION PLAN
r- - - _.,a
d6MIgn inc.
p.o. box 14.2116
coral gables, florida
33114.2116
v. 305.443.3100
f. 305.259.3986
e. info @whadesign.com
architect of record:
William Arthur
License Number: 0012074
SCALE: 1/4" = 1'-0"
SOIL STATEMENT
AS PER VISUAL INSPECTION SOIL CONDITIONS AT THIS 51TE ARE SAND 4 ROCK WITH A MIN BEARING
CAPACITY OF 2000 PSF SHOULD OTHER CONDITIONS OR MATERIALS BE ENCOUNTERED, THE ARCHITECT
SHALL BE NOTIFIED. PRIOR TO PROCEEDING 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 IS BASED ON.
NOTE:
- EXISTING FLOOR SLAB TO REMAIN
I - EXISTING MASONRY WALL
..... 4 CONCRETE WALL TO REMAIN.
- EXISTING CONCRETE FOOTING TO REMAIN.
- - - - -- - - - -- - SEE NOTE
- CONTRACTOR TO VERIFY ALL STRUCTURE DIMENSIONS
w/ ARCHITECTURAL PLAN.
Alex Kondr at & Associates, Inc.
Alex Kondrat - P.E. #58086 ���11111�1 /ii
10305 NW 41 Street, Suite 124 ����� KON
Dor al, Florida 33178 EN
Ph. (305) 387 -5770 Fax. (305) 3t7 -5'769
°
C ` � D'`
�'. STATE OF
1AI
1111110 ,
design associate:
bFORD
These plans and specifications are
the exclusive property of MIA
Design. Any reproduction,
modification, disclosure, and /or use
of these materials (or any portion
thereof) without WHA Design's prior
written consent is strictly prohibited.
co
U_
E "E
m
L CliC
LL
E '653
• C
U) =3 0
^C/) 0 �
}� C io
+0�
U �
L =
� O "X
C/)Up
L
CU CD
N U5
c Cn CO o
L.� (1 0
c
U �
m �
o c
CL o
project history:
ARCH REV. 11/13/14
1 0
REV. 11/25/14
project information:
date:
01/20/14
project number:
13 -20
sheet title:
Floor Plan &
Keynote Legend
sheet number.
S1 ■
file:
sl .dwg
0'
it ... 13' -10'
, --------- 10' -4'
..................... 2' -5' 13' -8' 2' -2` 2' -4' 2' -5' . 2' -4'
............... ......................... ..... . . . . .. .... ........................... ........ . . . . .. --- - -.... ..........-------------------------------- - - - - -- - . .. ..............- .------- ....... --------------------._._....... ..----------- .- ... s ,
I 11
I IE
I IE
I li
N I: F1
S -1
I I
C10
I
1
.............................
,
1
I
N: frl
- -- - - -- - - - --
. • , N1; i I I I
i � C- 4 -
- - - - - -- : ;
it1 � i r I I I I
i rI I I F - 1 F1 F1 F1
- -- - - -- O - C-9
-
I I I rl f I I
- F
..........
---- _-- \---- - - - - -- r - ; - - \-- - - - - -- _
C� -
. l I
N' — --- --
O
1
I
I... - - - - -- - - - - -- ----- - - - - -- ------- - - - - -- ............ ------- - - - - -- ------- - - - - -- ----
...
cal , c'�l
:1...
--J
L--- ----- --- - -� — L---- ---- - - -- -� ^ti.....----- L- ------- - -- - - — L------- - - - - -- —
1211 O l' 2' 6':-— ^-- " " " " " - -' --- L - - -- - 4e " --- '•.E..... �•yv. "- ........ �G " "- -------�♦
I
1 1 1 1 01 1— 0'
1
cti 1 -0 - +— f
0
�n -- -- - - -- - --
C1 _ EXISTING 36"x12'
EXISTING 36 "x12"
1 i 0 I ALL FOOTING TO
1_ 1 ALL FOOTING TO
61 1 r : .
' 1 REMAIN (TYP) REMAIN CTYP)
S ® SEE NOTE
EE NOTE
,
2 3
cA
' C5 NEW CONCRETE
....
DETAIL 5/5-1.
(TYP) -
---- ------
\.--EXISTING 24 "x12"
ALL FOOTING TO
REMAIN (TYP)
r SEE NOTE 9]
EXISTING 24 'x12' 0 NEW CONCRETE
OLUMN SEE i .....;
ALL FOOTING TO DETAIL 5/5-1.
1 RE MAIN ( TY
)
lTY )
SEE NOTE ❑9
2 3
2 3
C4 - - - -- -
N
O -
• - - - - -- - . -... .. .. ......... ------------------------------------------------------
1
— ..- ................ . .. — - - -- -• ....................
—......... .................. ............
1 • O
C2 G6 — CI G2
O
G2 C1 C2
C1
:O
I 1' I 1 1 1 1 1 1
-101 2 -3 : 10 -11 4 -10 8 -10 9..'S 4 -4 r 11..'8..... ....... . ?- -�D - -i
I 1 I 1 I 1 I 1
-- -.--- - - ---- ... ....... . ... .. . -------- ----------------- ...... ......................--- - - - - -- --- -- -- -------- ._.._- - - - - -- - - - -. - ---- - - - - -- - - - - -1_ -- ------ - - - - -/ ............... - - ---------- -- - - - - - -- - -- - --- -- - - - - -- - - -- - - -- - ,� ................ – % -- - -- f° ' .
90' - (o'
n
��FOUNDATION PLAN
r- - - _.,a
d6MIgn inc.
p.o. box 14.2116
coral gables, florida
33114.2116
v. 305.443.3100
f. 305.259.3986
e. info @whadesign.com
architect of record:
William Arthur
License Number: 0012074
SCALE: 1/4" = 1'-0"
SOIL STATEMENT
AS PER VISUAL INSPECTION SOIL CONDITIONS AT THIS 51TE ARE SAND 4 ROCK WITH A MIN BEARING
CAPACITY OF 2000 PSF SHOULD OTHER CONDITIONS OR MATERIALS BE ENCOUNTERED, THE ARCHITECT
SHALL BE NOTIFIED. PRIOR TO PROCEEDING 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 IS BASED ON.
NOTE:
- EXISTING FLOOR SLAB TO REMAIN
I - EXISTING MASONRY WALL
..... 4 CONCRETE WALL TO REMAIN.
- EXISTING CONCRETE FOOTING TO REMAIN.
- - - - -- - - - -- - SEE NOTE
- CONTRACTOR TO VERIFY ALL STRUCTURE DIMENSIONS
w/ ARCHITECTURAL PLAN.
Alex Kondr at & Associates, Inc.
Alex Kondrat - P.E. #58086 ���11111�1 /ii
10305 NW 41 Street, Suite 124 ����� KON
Dor al, Florida 33178 EN
Ph. (305) 387 -5770 Fax. (305) 3t7 -5'769
°
C ` � D'`
�'. STATE OF
1AI
1111110 ,
design associate:
bFORD
These plans and specifications are
the exclusive property of MIA
Design. Any reproduction,
modification, disclosure, and /or use
of these materials (or any portion
thereof) without WHA Design's prior
written consent is strictly prohibited.
co
U_
E "E
m
L CliC
LL
E '653
• C
U) =3 0
^C/) 0 �
}� C io
+0�
U �
L =
� O "X
C/)Up
L
CU CD
N U5
c Cn CO o
L.� (1 0
c
U �
m �
o c
CL o
project history:
ARCH REV. 11/13/14
1 0
REV. 11/25/14
project information:
date:
01/20/14
project number:
13 -20
sheet title:
Floor Plan &
Keynote Legend
sheet number.
S1 ■
file:
sl .dwg
project history:
ARCH REV. 11/13/14
1 0
REV. 11/25/14
project information:
date:
01/20/14
project number:
13 -20
sheet title:
Floor Plan &
Keynote Legend
sheet number.
S1 ■
file:
sl .dwg