07-685-032NEW 4" SLAB
O O O
FTG F5
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ADD'L. 2 # 5
FOR DEPTH GREATER
THAN 24'
COL C3
SLAB OR
BEAM
OPENING, WINDOW
OR D❑OR
SLAB OR
BEAM
CONCRETE MASONRY WALL NOTES
. ........ .................. ............................................................... ............................... .
1
ALL MASONRY WALLS CONSIST OF SOILS S TAT E M E N T ..... ............................... ............_.... „"....... .............................. ................./
8' CMU WITH GROUT FILLED CELLS
AT 48' & 1 # 5.1 F'm= 1500 PSI BASED UPON VISUAL INSPECTION, SOIL _ =
PR ❑VIDE # 8 C 9 GAUGE ) LADDER CONSIST OF CLEAN INORGANIC SANDY - - -- _— _-- _ - - - -- - -- -
MATERIAL CAPABLE OF PROVIDING A i Iltal I I IDIQ 1
TYPE HORZ, REINF. AT 16' ❑,C, TYP.
3
.0 ...........
i!
O
O O
SLAB OR
BEAM
OPENING, WINDOW
OR D❑OR
SLAB OR
BEAM
CONCRETE MASONRY WALL NOTES
. ........ .................. ............................................................... ............................... .
1
ALL MASONRY WALLS CONSIST OF SOILS S TAT E M E N T ..... ............................... ............_.... „"....... .............................. ................./
8' CMU WITH GROUT FILLED CELLS
AT 48' & 1 # 5.1 F'm= 1500 PSI BASED UPON VISUAL INSPECTION, SOIL _ =
PR ❑VIDE # 8 C 9 GAUGE ) LADDER CONSIST OF CLEAN INORGANIC SANDY - - -- _— _-- _ - - - -- - -- -
MATERIAL CAPABLE OF PROVIDING A i Iltal I I IDIQ 1
TYPE HORZ, REINF. AT 16' ❑,C, TYP.
SAFE SOILS BEARING CAPACITY OF
2000 PSF.
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FILL REINFORCED CELLS WITH
AT TIME OF CONSTRUCTION, SOILS
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GROUT HAVING WITH MIN. 10' SLUMP,
ENGINEER SHALL SUBMIT LETTER
WF16
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F'c= 2500 PSI
CERTIFYING SPECIFIED BEARING CAPACITY
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COMPLYING WITH ASTM C476
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MAXIMUM POUR HEIGHT 10'
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THE TIE BEAM CONCRETE POUR
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DROP SLAB OR BEAM SOFFIT AS
REQD. TO ACCOM ❑DATE OPENING
PROVIDE ADDITIONAL 2 # 5 B❑T.
AND # 3 R 9 TIES
"j PR ❑VIDE 8'
Imo— BEARING. MIN.
COORDINATE L❑CATI ❑N AND GEOMETRY
OF OPENING'S WITH ARCHITECTURAL
DRAWINGS,
WALL FRAMING AT DOOR
AND WINDOW OPENINGS
PR ❑VIDE REINFORCING
AT END AS NOTED IN PLAN
ADJACENT TO OPENING,
e' CMU
WALL
i I REMOVE EXISTING FTG. I I 1 15' -6" 1 1
iI AND PLACE NEW FTG ° I ... 1 ........... ............................... ............ ... .. ................. ........................... . ... ....../ I
I I REMOVE & REPLACE I 1
3 I I EXISTING SLAB AS REQD. I,; C3 -- 1 I
I _ I F5 F5 i EXIST. FTG. C3 I
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ENCLOSE DOOR
� ...... ................. I .
OPENING WITH ..... }............................. ...... ................. ............................... ......... I
........ < . ....................... ...............................
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s cMU C1 I ; L _ _� C3 C3
.............. .. ............................. ......... ............... .
C.d �bo! 0d CeF
............ ............................... ......... ............................... EXISTING WALL
PLACE NEW FOOTING
TO BE REMOVED UNDER EXISTING FTG. 1 NEW WINDOW
REMOVE & REPLACE SEE S2 FOR
EXIST. FTG. EXISTING SLAB AS REQD. REQUIREMENTS
. �i
EXISTING
CONC. COL.
NEW WINDOW TO REMAIN
SEE S2 FOR EXISTING SLAB
REQUIREMENTS EXIST. FTG.
EXISTING LOAD
BEARING WALL
EXISTING SLAB RO REMAIN
C1
NEW SLAB
MATCHING
EXIST. FTG. I I co
EXIST. SLAB EXISTING I I
� 1
F-1 LL_ M
............................ ................................................. ............................... .............. ...................
Cl Cl
Cl WF16
FOUNDATION & GROUND FLOOR PLAN
3/16 1 ' - 0"
REMOVE EXIST
FTG. TO PLACE
NEW F5 FTG. CONCRETE COLUMN SCHEDULE
WALL FTG. REINF. .
AS NOTED ON PLAN
WALL FOOTING i.
SEE PLAN
SECTION
`
/ SCALE: 3/4" = 1' -0" ' 1 # 5 x s' WITH
90 BENT FOR EACH
REBAR IN WALL FTG.
PLAN: CORNER REINFORCING FOR WALL FOOTINGS
FOOTING SCHEDULE
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I I REMOVE & REPLACE I 1
3 I I EXISTING SLAB AS REQD. I,; C3 -- 1 I
I _ I F5 F5 i EXIST. FTG. C3 I
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ENCLOSE DOOR
� ...... ................. I .
OPENING WITH ..... }............................. ...... ................. ............................... ......... I
........ < . ....................... ...............................
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.............. .. ............................. ......... ............... .
C.d �bo! 0d CeF
............ ............................... ......... ............................... EXISTING WALL
PLACE NEW FOOTING
TO BE REMOVED UNDER EXISTING FTG. 1 NEW WINDOW
REMOVE & REPLACE SEE S2 FOR
EXIST. FTG. EXISTING SLAB AS REQD. REQUIREMENTS
. �i
EXISTING
CONC. COL.
NEW WINDOW TO REMAIN
SEE S2 FOR EXISTING SLAB
REQUIREMENTS EXIST. FTG.
EXISTING LOAD
BEARING WALL
EXISTING SLAB RO REMAIN
C1
NEW SLAB
MATCHING
EXIST. FTG. I I co
EXIST. SLAB EXISTING I I
� 1
F-1 LL_ M
............................ ................................................. ............................... .............. ...................
Cl Cl
Cl WF16
FOUNDATION & GROUND FLOOR PLAN
3/16 1 ' - 0"
REMOVE EXIST
FTG. TO PLACE
NEW F5 FTG. CONCRETE COLUMN SCHEDULE
WALL FTG. REINF. .
AS NOTED ON PLAN
WALL FOOTING i.
SEE PLAN
SECTION
`
/ SCALE: 3/4" = 1' -0" ' 1 # 5 x s' WITH
90 BENT FOR EACH
REBAR IN WALL FTG.
PLAN: CORNER REINFORCING FOR WALL FOOTINGS
FOOTING SCHEDULE
NOTES: PLACE FOOTINS 8" BELOW GRADE
V
# 3 ® 8 HOOK
TYPE 1 TYPE 2
TYPE
TYPE 2
TYPE 1
TYPE 1
COMBINED ENGINEERING SCIENCES
CARLOS ENSENAT, PE 32566
A: w CERTIFICATE OF AUTHORIZATION No, 9108
1214 SW 12 CT.
MIAMI, FL. 33135
( 305 ) 856 -6345
' .• LIB:. � ,
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SIZE
REINFORCING
MARK
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8" X 8" CONT. ....................
1
........................
# 5 CONT. ^
............................. .. <..................... ...............................
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.......
16 X 12 CONT.
.. "
........._. ................._
3
# 5 CONT
F3
3' -0" X 3' -0" X 16"
4
# 5 E.W.
F5
5' -0" X5' -0" X 30"
6
# 5 E.W. 6 # 5 E.W.
NOTES: PLACE FOOTINS 8" BELOW GRADE
V
# 3 ® 8 HOOK
TYPE 1 TYPE 2
TYPE
TYPE 2
TYPE 1
TYPE 1
COMBINED ENGINEERING SCIENCES
CARLOS ENSENAT, PE 32566
A: w CERTIFICATE OF AUTHORIZATION No, 9108
1214 SW 12 CT.
MIAMI, FL. 33135
( 305 ) 856 -6345
' .• LIB:. � ,
I!b �� � S -, `: •• ,! tit', -
S� r
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