07-685R-007r
NEW MASONRY
INFILL. PROVIDE
An i ennro oci uc w a,
EXISTING
WALL
9 GAUGE DOVE TAIL
ANCHORS 0 16"
ATTACHED WITH 1/4-
TAPCON SCREWS
TNG WALL
KEINF.
FRAMING FOR CLOSING
EXISTING MASONRY
OPENING
+ 0''-0 TOP NEW
4" SLAB
—1' -0" TOP SAND
EXIST SLAB FILL —�
—X — kx— X— x— Xt—X —x
EXIST. SLAB
NEW FTG.
ROOF TIE
M
5 x 3' DOWELL DRILLED
3/4" X 6" EPDXY FILLED HOLE
HILTI " HIT HY 150 "
REINFORCE END CELLS WITH
1 111 5 IN CONC. PEA —ROCK
F'c =2500 PSI
FILL CELL
WITH GROUT
DRILL # 5 X 3' DOWEL
6" INTO EXIST FTG.
IN A 1 " DIA. HOLE
FILLED WITH EPDXY.
HILTI " HIT HY 150 "
D(IST FTG.
NOTE: BREAK MASONRY AS REQD
TO PLACE REINF. do CONC.
PATCH ALL DAMAGED AREAS
WITH GROUT MIX.
DETAIL: NEW WALL REINFORCING ON EXISTING MASONRY WALL
FRAMING FOR NEW
WINDOW OPENING
COL C2 + 0' -0" TOP EXIST. SLAB
REMOVE AND REPLACE AS READ.
�--- OR —0' -6" TOP NEW 4" SLAB
A SECTION
)-SCALE: 3/4" = V -0"
1 If 5
_ # 5 ® 9" DRILLED
IN 3/4" x 6" EPDXY
FILED HOLE
EXIST. FTG. (1600)
PROVIDE 8" BRG.
SAW CUT WALL
AT EXTERIOR SIDE
1. 3 5 DOWEL O 16" OLLED IN
3/4" X 6" EPDXY FILLED HOLE
HILTI "HIT HY 150 "
2. H 2 SCONCRETE SILL
3. NEW CONCRETE INFILL AS READ.
FOR WHIM GEOMETRY
PROVIDE 2 15
1 111 5 AT EACH SIDE
SEE DETAIL " A "
FOR REQUIREMENTS
s
co
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FOOTING SCHEDULE
MARK
SIZE
REINFORCING
TYPE
BOT.
WF16
16" X 12" CONT.
2 # 5 CONT
F3
3' -0" X 3' -0" X 16"
4 # 5 E.W.
F4
4' -0" X 4' -0" X 24"
5 # 5 E.W.
* NEW WINDOW SEE DETAIL "A" ON S2
FOUNDATION & GROUND FLOOR PLAN
3/16 99 = 1 ' --0"
NEW COLUMN
4 O 24" x 16" 201 EXIST. SLAB
DOWELED IN COLUMN "C2" DOWELLED IN
3/4 x 4 EPDXY A 3/4" x 8"
EXISTING FILLED HOLE EPDXY FILLED
SLAB NEW 4" SLAB HOLE � I (�
5 x2' -6"
X COLUMN "C1" DOWELLED IN
A 3/4" x 8"
—III -I EPDXY FILLED
HOLE
EXIST. FTG.
EXISTING
SLAB
B SECTION
)-SCALE: 3/4" = V -0"
CONNECTION: NEW COLUMN
TO EXISTING FOOTING
19''11"
r------------------- - - - --i ,
IRI
t
I 1 I I
I 1 I I
i I EXIST. 8" CMU WALL i
I 1 EXIST. FTG. j l
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EXISTING SLAB
1 i I
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—, EXIST. FTG. C4 I I
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- - -J
NEW FILLED
CELL & 1 # 5
AT EXTENDED WALL
SOILS STATEMENT
BASED UPON VISUAL INSPECTION, SOIL
CONSIST OF CLEAN INORGANIC SANDY
MATERIAL CAPABLE OF PROVIDING A
SAFE SOILS BEARING CAPACITY OF
2000 PSF.
AT TIME OF CONSTRUCTION, SOILS
ENGINEER SHALL SUBMIT LETTER
CERTIFYING SPECIFIED BEARING CAW ff,
CONCRETE COLUMN SCHEDULE APPROVED By.
MARK
SIZE
REINFORCING
TYPE
B" X H"
VERTICAL
TIES
Cl
8 X 8
2 #6
#3 ®8
TYPE
C2
8X 12
4 #5
#308
TYPE 1
V
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W
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'—
13
GROUT FILLED CELL & 1 # 5
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1214 SW 12 CT.
MIAMI, FL. 33135
305) 856 -6345
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305) 856 -6345
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COMBINED ENGINEERING SCIENGbS,�,�,��
CARLOS ENSENAT, P 32561; V6� Ir; Si
CERTIFICATE OF AU
T RIZATJbN• •.-Q �8
1214 SW 12 CT.
MIAMI, FL. 33135
305) 856 -6345
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