14-576-006�F-. ,
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IM 1 1 I.
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PROPOSED #4 x 5' -0" LONG
REINFORCE BARS @ 12" O.C.
TC -2
(4) #5 DOWELS USE 3/4"
BIT & EPDXY HILTI
HY -150 OR APPROVED
EQUIVALENT, MIN. 6"
EMBEDMENT
EXISTING TIE
BEAM TO REMAIN
#5 DOWELS @ 24" O.C.
USE 3/4" BIT & EPDXY
HILTI HY -150 OR
APPROVED EQUIVALENT,
MIN. 6" EMBEDMENT
PROPOSED CONCRETE
TIE COLUMN
EXISTING CMU WALL OR
TIE COLUMN TO REMAIN
SPLICE 36" MIN. (TYPICAL)
EL. + 0' -0"
F.F.E.
FOUNDATION NOT SHOWN FOR CLARITY
TYPICAL STARTER COLUMN DETAIL
PROPOSED EXTERIOR
0" P-L Al I 1A1 A 1 1
SCALE: 1/2 "= V -0"
CF -24
�N PROPOSED (4) 5/8"0 x24"
DOWELS INTO EXISTING CONCRETE
v SLAB @ 6" O.C. DRILL AND SET
WITH STRUCTURAL EPDXY HILTI
1 HY -150 OR APPROVED EQUAL
MIN. 6" EMBEDMENT
EXISTING FOOTING
TO REMAIN
13
0
ill
70' -4 1/2"
EXISTING CMU
BLOCK WALL
TO REMAIN
PROVIDE NOT LESS THAN
FOOTING MAIN
36" SPLICE (TYPICAL)
LOT- 6
50.00'
1 st FLOOR I �
II I I I I
I
37REES
#5 DOWELS @ 24" O.C. USE 3/4"
BLOCK - 8
TOTA R
N
I1�
WY
ANCHOR s
"
175
BIT & EPDXY HILTI HY -150 OR
CATEGORY
II
"I
25' -0 "I
LENGTH
HIGH
APPROVED EQUIVALENT, MIN. 6"
108.38'
• l
LIJ a-
MF -12
+
0
CONT.
EMBEDMENT
4 "' I 4 - VI"
34' -7 1/2-
NEW 49' -7" L.F. OF A
L4
"'.
FOUNDATION
PROPOSED CONCRETE
e
+
BOTTOM
EXISTING SLAB
I + + +
%I
TIE COLUMN TC -1
24"
��j
F
(4) # 5
#5 @ 18 "O.C.
MATCH TOP OF
PROPOSED 5/8"0 x24" DOWELS
GUY
CHOR
NEW ADDITION
BOTTOM
0 °4 40' -8" + °P
l
COVER ALL SIDES
INTO EXISTING CONCRETE SLAB @
N
l�
o
STRUCTURAL EPDXY HILTI HY -150
EXISTM 5' -4 1/2
Z >
GARAGE
low —
or
IL IQ
LOT -8
a?
+
EnsnNC °
Q lCb 14
BLOCK-8
ONE STORY Gg•
EXIST. CONC.
RES. # 6201 a� EXISTI
TILE WLLK -
SLAB TO REMAIN
L.F E.- 1143'
F F E -11.BU Q" O REMNN
M
FOOTER CF -24
a°
I
col
NEW 4/1
;
'cj +�
CONCRETE SLAB
- °0
°
\;
MINIMUM 98%
32' -2 1/2'
vi
PROCTOR MODIFIED
\�
EXISTING FOOTING AREA TO BE
TRAFFIC
CHIPPED OUT. EXIST. REINFORCE TO
EXIST. CONC.
REMAIN & TO BE CLEANED
- to
BOX ,9
+,
NEW 6" STAMPED
�O
CONCRETE DRIVEWAY
' -0"
108.34' E •" P'
R =25.00
o
t1IFMY I �
Fli.
L= 39.06
�f
o
t 34' ASPHALT
an= 24.7'
o a
PVMT. M
d= 89031'07"
ti
CH =35.2 '
S. W.– 80th �,�` STREE,T
—
L
I
KEY PLAN
SCALE: 1/32 " = 1' -0"
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IM 1 1 I.
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PROPOSED #4 x 5' -0" LONG
REINFORCE BARS @ 12" O.C.
TC -2
(4) #5 DOWELS USE 3/4"
BIT & EPDXY HILTI
HY -150 OR APPROVED
EQUIVALENT, MIN. 6"
EMBEDMENT
EXISTING TIE
BEAM TO REMAIN
#5 DOWELS @ 24" O.C.
USE 3/4" BIT & EPDXY
HILTI HY -150 OR
APPROVED EQUIVALENT,
MIN. 6" EMBEDMENT
PROPOSED CONCRETE
TIE COLUMN
EXISTING CMU WALL OR
TIE COLUMN TO REMAIN
SPLICE 36" MIN. (TYPICAL)
EL. + 0' -0"
F.F.E.
FOUNDATION NOT SHOWN FOR CLARITY
TYPICAL STARTER COLUMN DETAIL
PROPOSED EXTERIOR
0" P-L Al I 1A1 A 1 1
SCALE: 1/2 "= V -0"
CF -24
�N PROPOSED (4) 5/8"0 x24"
DOWELS INTO EXISTING CONCRETE
v SLAB @ 6" O.C. DRILL AND SET
WITH STRUCTURAL EPDXY HILTI
1 HY -150 OR APPROVED EQUAL
MIN. 6" EMBEDMENT
EXISTING FOOTING
TO REMAIN
13
0
ill
70' -4 1/2"
EXISTING CMU
BLOCK WALL
TO REMAIN
PROVIDE NOT LESS THAN
FOOTING MAIN
36" SPLICE (TYPICAL)
DIMENTIONS
REINFORCEMENT
1 st FLOOR I �
II I I I I
I
37REES
#5 DOWELS @ 24" O.C. USE 3/4"
I1 I I I
I1N I I I I
OF FOOTER
REMARKS
I1�
STEEL BARS
175
BIT & EPDXY HILTI HY -150 OR
CATEGORY
II
"I
WIDTH
LENGTH
HIGH
APPROVED EQUIVALENT, MIN. 6"
SHORT BARS
II
LIJ a-
MF -12
I1 �
MF -12
-
12"
CONT.
EMBEDMENT
4 "' I 4 - VI"
34' -7 1/2-
NEW 49' -7" L.F. OF A
CONCRETE FOOTING (MF -12) s -PROPOSED FOUNDATION PLAN-
N-0-1
SCALE: 1/4 "= 1' -0"
FOUNDATION
PROPOSED CONCRETE
BOTTOM
EXISTING SLAB
TYPICAL 3"
CF -24
TIE COLUMN TC -1
24"
��j
F
(4) # 5
#5 @ 18 "O.C.
MATCH TOP OF
PROPOSED 5/8"0 x24" DOWELS
BOTTOM
BOTTOM
EXISTING FOOTER
COVER ALL SIDES
INTO EXISTING CONCRETE SLAB @
6" O.C. DRILL AND SET WITH
o
STRUCTURAL EPDXY HILTI HY -150
OR APPROVED EQUAL MIN. 6"
EMBEDMENT
EXIST. CONC.
SLAB TO REMAIN
PROPOSED CONCRETE
FOOTER CF -24
a°
I
°
;
COMPACT TO
°
\;
MINIMUM 98%
PROCTOR MODIFIED
\�
EXISTING FOOTING AREA TO BE
CHIPPED OUT. EXIST. REINFORCE TO
EXIST. CONC.
REMAIN & TO BE CLEANED
FOOTING
TYPICAL STARTER COLUMN
DETAIL
SCALE: 1 "= 1' -0"
NEW 97' -11" L.F. OF
CONCRETE FOOTING (CF -24)
TC -2
�•� D -1 W -A v
— — — — — — — — — — — — — — — — — — — — —
CF -24
OIL+11.80' NGVD
1 st FLOOR
4" CONC. SLAB W/6 "X6 " -1.4x 1.4
WIRE MESH, OVERLAPPED 30" AT
PERIMETER OVER 10 MILL
POLYETHYLENE VAPOR BARRIER OVER
TERMITED WELL COMPACTED FILL
L
r
EXISTING FOOTING
TO REMAIN
23' -4"
+11.80' NGVD
1 st FLOOR
4' -8„
y
I I
1 5"
�HE
VIII .
0
0
■
4 IF
9' -1"
I I �
�I
5. " 5.5"
I
1 I
1 1 3' 4"
I I
I I
+11.43' NGVD
1 st FLOOR I I +10.50' NGVD 1
GARAGE
I I
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c:
a
FOUNDATION SCHEDULE - -
FOOTING MAIN
141 -9 1/2" I I +11.80' NGVD I �4"
DIMENTIONS
REINFORCEMENT
1 st FLOOR I �
II I I I I
I
37REES
MARK
I1 I I I
I1N I I I I
OF FOOTER
REMARKS
I1�
STEEL BARS
175
-- - - - - -- -------------------- - - - - -J L_
CATEGORY
II
"I
WIDTH
LENGTH
HIGH
LONG BARS
SHORT BARS
II
LIJ a-
MF -12
I1 �
MF -12
-
12"
CONT.
LL = = ==
4 "' I 4 - VI"
34' -7 1/2-
NEW 49' -7" L.F. OF A
CONCRETE FOOTING (MF -12) s -PROPOSED FOUNDATION PLAN-
N-0-1
SCALE: 1/4 "= 1' -0"
EXISTING FOOTING
TO REMAIN
23' -4"
+11.80' NGVD
1 st FLOOR
4' -8„
y
I I
1 5"
�HE
VIII .
0
0
■
4 IF
9' -1"
I I �
�I
5. " 5.5"
I
1 I
1 1 3' 4"
I I
I I
+11.43' NGVD
1 st FLOOR I I +10.50' NGVD 1
GARAGE
I I
I I
I
Q
c:
a
FOUNDATION SCHEDULE - -
FOOTING MAIN
IRCING
DIMENTIONS
REINFORCEMENT
TOP ELEVATION
37REES
MARK
TYPE
OF FOOTER
REMARKS
IRCING
STEEL BARS
175
♦-
CATEGORY
II
"I
WIDTH
LENGTH
HIGH
LONG BARS
SHORT BARS
LIJ a-
MF -12
MONOLITHIC
12"
CONT.
12"
(1) # 5
MATCH TOP OF
FOUNDATION
BOTTOM
EXISTING SLAB
TYPICAL 3"
CF -24
CONCENTRIC
24"
CONT.
12"
(4) # 5
#5 @ 18 "O.C.
MATCH TOP OF
FOUNDATION
BOTTOM
BOTTOM
EXISTING FOOTER
COVER ALL SIDES
4 1I
4" co
S
I
10
A
S -0
PROPOSED CONC.
SLAB +11.80' NGVD
MIN. ELEVATION
ATION
FOOTING MAIN
IRCING
STEEL BARS
4R 60"
LONG BENT
37REES
AT ALL CORNERS
BAR OF THE FOUNDATION FOOTING.
ATION
FOOTING MAIN
IRCING
STEEL BARS
175
♦-
CATEGORY
II
"I
IMPORTANCE FACTOR
1.00
J
EXPOSURE CATEGORY
U Q U
LIJ a-
�0
FOUNDATION CHAIRS
@ 4' O.C. TYP.
FOUNDATION CORNER DETAIL
SCOPE OF WORK
LMU Engineering, LLC
19460 SW 2nd STREET
PEMBROKE PINES, FL 33029
T.305.804.8819 F.954.447.5162
lulloa @lmuengineedng.com
CA# 27403
tjLLOq
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1603 99 ' ••' �%
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LUI M. ULLOA, P.E_
CIV \STRUCTURAL ENGINEER
ST TE OF FLORIDA LIC.# 63909
CONSULTANTS:
1. STRUCTURAL CALCULATIONS AND STRUCTURAL PLANS FOR PROJECT
832 S.F. OF NEW ADDITION;
2. PROPOSED NEW STAMPED CONCRETE DRIVEWAY 1,464 S.F.;
3. CALCULATIONS FOR PROPOSED NEW WINDOWS AND ADDITION AND
EXTERIOR DOORS; DRIVEWAY
4. CALCULATIONS FOR PROPOSED NEW FLAT ROOF 514 S.F.
AND HIP ROOF 479 S.F.;
5. PROPOSED NEW WALKWAYS CONCRETE SLABS 238 S.F.. 6201 SW 80 STREET
PROPOSED (1) CONTINUOUS
#5 ALONG EDGE WITH
60 "x60" CORNER BARS (TYP.)
NATURAL GRADE
o /
MIAMI, FL 33143
CLIENT INFORMATION:
AGUDELO ARCHITECT P.A.
GERMAN AGUDELO
4841 NW 107 COURT
PROPOSED 4" THICK CONCRETE DORAL, FL 33178
SLAB REINFORCED WITH 6 "x6 "x10/10 Phone: (786) 738 -8236
W.W.M. AND BROOM;:FtNI�H
BUrLDItq S �9�'r ,e,. ISSUE DATE Pr.
jr' IIJC7-L,, PERMIT SET 03 -10 -14
'' ,L SECTION
WELL COMPACTED
GRADE TO MIN. 98% PROPOSED (2) CONTINUOUS
PROCTOR MODIFIED #5 ALONG EDGE WITH 60 "x60"
CORNER BARS (TYP.)
TYPICAL SECTION "A /S - 0"
SCALE: 1 "= 1' -0"
DESIGN
CRITERIA
SUPERIMPOSED DESIGN
LOADS:
ROOF DEAD LOAD
25
PSF.
ROOF LIVE LOAD
30
PSF.
WIND SPEED
175
MPH
CATEGORY
II
IMPORTANCE FACTOR
1.00
EXPOSURE CATEGORY
NOTES : LOADS PER F.B.0 2010 EDITION WITH
SUPPLEMENTS AND ASCE 7 -10
KEY PLAN, PLAN,
DETAILS, AND
SCHEDULE
DRAWN BY: PROJECT #.
AD 01 -JA-14
CHECKED BY: SCALE:
LU AS NOT
DRAWING: