12-250-019IWA
FOOTING SCHEDULE
MARK
SIZE
REINFORCEMENT
REMARKS
WF-1
18" CONT X 12"
2 # 5 BOTT CONT
ADDITION FOUNDATION PLAN
WF-2
16" CONT X 12"
2 # 5 BOTT CONT
DETAIL A
WF-3
30" CONT X 16"
4 # 5 CONT
BOTT + (1) #5 TOP
#5 0 12- O.C.
TRANSV. BOTT.
CF-1
3' X 3' X 24"
4 #5 TOP & BOT. EA. WAY
DETAIL B
CF-2
4' X 4' X 24"
5 #5 TOP & BOT. EA. WAY
HSS 3 1/2"X3 1/2"X1/4" (SEE DRAWINGS FOR BASE AND CAP PLATES)
8"X (21-1/2)"
TE-1
8" X 8" CONT
(2) # 5 CONT BOTT
THICKEND EDGE
#3 TIES 0 8- O.C.
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TOP OF FOOTINGS SHALL BE -1'-4" BELOW FINISH FLOOR ELEVATION U.N.O.
SOIL STATEMENT-
BASED ON VISUAL OBSERVATION AT THE SITE WHERE THE RESIDENCE WILL BE
CONSTRUCTED, THE SOIL CONSISTS OF A MIX OF SAND AND LIMEROCK WITH AN
APPROXIMATE BEARING CAPACITY OF 2,000 PSF WHICH WILL BE THE SOIL DESIGN PRESSURE
FOR WHICH THE FOUNDATIONS DESIGN WILL BE BASED ON. A LETTER SHALL BE SUBMITTED
BY THE ENGINEER OF RECORD AT THE TIME OF FOUNDATION EXCAVATION CONFIRMING THAT
THE SOIL HAS THE CAPACITY FOR WHICH THE FOUNDATIONS WERE DESIGNED.
COLUMN SCHEDULE
MARK
SIZE AND
REINFORCEMENT
COMMENTS
SITE PLAN FOR OVERALL FLOOR PLAN
MATERIAL
OR BASE PLATE
ADDITION FOUNDATION PLAN
FOR FOOTING
8 "X12"
4# 5 VERT
DETAIL A
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U-
CONC
#3 TIES 0 8" D.C.
LA
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8 "X16"
6# 5 VERT &
DETAIL B
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CONC
#3 TIES 0 8- O.C.
HSS 3 1/2"X3 1/2"X1/4" (SEE DRAWINGS FOR BASE AND CAP PLATES)
8"X (21-1/2)"
6# 5 VERT &
1
DETAIL
I
CONC
#3 TIES 0 8- O.C.
WALL REINFORCEMENT LEGEND
INDICATES (1)#6 REBAR IN
El CONCRETE FILLED CELL 0 32" O.C.
MAX. SPACING, AT CORNERS AND
AT SIDES OF WINDOW OPENINGS AS
INDICATED.
I—VARIES--1
C-4
0 Of • DETAIL "A"
#3 HAIRPINS
TYP. VARIES
DETAIL B
SHORING NOTES:
CONTRACTOR TO PROVIDE PROPER SHORING OF EXISTING STRUCTURE PRIOR TO
COMMENCING ANY DEMOLITION AND/OR INSTALLATION OF NEW STRUCTURE.
USE SPECIALTY ENGINEER LICENSED IN THE STATE OF FLORIDA. SUBMIT SHOP
DRAWINGS AND CALCULATIONS SIGNED AND SEALED FOR ENGINEER -OF- RECORD
APPROVAL.
#3 HAIRPINS
TYP. 21-1/2"
00
A DETAIL "C"
P= F_ ADDITION
10,-8" M
x EXISTING
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1
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FO
16-0,
it
W El
3 -6"
N -EXISTING
WF- I
E:?Ijl
— — ----------
I-HICF-2 CF -2 Ill
1-#4 X 24* LONG
I DOWELS AT 36* OC I 12- THK.,CONC. FTG W 5-#5 BOTTOM SFT
EMBED 6* MIN. WITH EPDXY1N 6" DEEP DRILLED HOLES IN
INTO EST. SLAB Ln
01 EX ISTING F IROUNDA-06N AND/
TYP. AT AEXISTING ALL EXISTING IN LONG DECTION
3-#5 BQTT.
HI
AND NEW SLAB
_j CONNEC TIONS
C.J.
Ili ki
8*x8* C.M.U. BLOCK COLUMN
AROUND STEEL COLUMN
III (TYPICAL)
o II II 1'-10
FINISH FLOOR SLAB ELEV.
M 14.95 N.G.V.D. L3
AT HIGHEST POINT
CF-2 CF-2 lil (I- '--- ° - - - - -- EXIST114G (N.I.C.)
C)
ell �1) J
12" THK. 1CONC./FTG W/� #5 BOTTOM SET/
3 1 HOLEY DEEP DRILLED HO
EXISTING �FqU`NDA-nOWAND 27-#5 BOTT:
L 1H CONC. SLAB ON 0 IN LONG IRECTION'(TYP. 9/3 LOCATIONS)
CL
GRADE W/ 6x6-W1.4xW .4 t
III ON 6 MIL. PLASTIC V.B.
1H W/6" OVERLAP JOINTS
HATCHED" AREA INDICATES
o r ON TERMITE TREATED
-O', 10'-0* 10 AND CLEAN SOIL WELL _WF=1
EXISTING (N.:C.)
COMPACTED.
3/4- RECESSED
— — — — — — — — — — -
I I I" III 1 0 z
yCF CF-1,Y
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ADDITION _ L ----------- MD;
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EXISTING —O
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GAZEBO
FOUNDATION.
I
CHECKED: A.K.
SEE SHEET A-1
SITE PLAN FOR OVERALL FLOOR PLAN
P= F_ ADDITION
10,-8" M
x EXISTING
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-------- - - - -F 1E]
F_ 7
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FO
16-0,
it
W El
3 -6"
N -EXISTING
WF- I
E:?Ijl
— — ----------
I-HICF-2 CF -2 Ill
1-#4 X 24* LONG
I DOWELS AT 36* OC I 12- THK.,CONC. FTG W 5-#5 BOTTOM SFT
EMBED 6* MIN. WITH EPDXY1N 6" DEEP DRILLED HOLES IN
INTO EST. SLAB Ln
01 EX ISTING F IROUNDA-06N AND/
TYP. AT AEXISTING ALL EXISTING IN LONG DECTION
3-#5 BQTT.
HI
AND NEW SLAB
_j CONNEC TIONS
C.J.
Ili ki
8*x8* C.M.U. BLOCK COLUMN
AROUND STEEL COLUMN
III (TYPICAL)
o II II 1'-10
FINISH FLOOR SLAB ELEV.
M 14.95 N.G.V.D. L3
AT HIGHEST POINT
CF-2 CF-2 lil (I- '--- ° - - - - -- EXIST114G (N.I.C.)
C)
ell �1) J
12" THK. 1CONC./FTG W/� #5 BOTTOM SET/
3 1 HOLEY DEEP DRILLED HO
EXISTING �FqU`NDA-nOWAND 27-#5 BOTT:
L 1H CONC. SLAB ON 0 IN LONG IRECTION'(TYP. 9/3 LOCATIONS)
CL
GRADE W/ 6x6-W1.4xW .4 t
III ON 6 MIL. PLASTIC V.B.
1H W/6" OVERLAP JOINTS
HATCHED" AREA INDICATES
o r ON TERMITE TREATED
-O', 10'-0* 10 AND CLEAN SOIL WELL _WF=1
EXISTING (N.:C.)
COMPACTED.
3/4- RECESSED
— — — — — — — — — — -
I I I" III 1 0 z
yCF CF-1,Y
81
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03 t3l
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ADDITION _ L ----------- MD;
10'n
EXISTING —O
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F- F-
d 0 x
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GAZEBO
FOUNDATION.
PLAN
CHECKED: A.K.
SEE SHEET A-1
SITE PLAN FOR OVERALL FLOOR PLAN
1/411
SEE LIVING AREA
ADDITION FOUNDATION PLAN
FOR FOOTING
SCHEDULE, THIS SHEET
GARAGE ADDITION FOUNDATION PLAN
SEE SHEET A-1 SITE PLAN FOR OVERALL FLOOR PLAN 1/4" = 1p-0#1
SEE LIVING AREA ADDITION FOUNDATION PLAN FOR FOOTING SCHEDULE, THIS SHEET
71-6w
-5m 19418 61-81'
1 t 3'-6y2' .- 3'-Y/2'
35'-4'
27'-10*
12'-10"
9'J/2*
3`- 6Y2"
TYP. A
Lu
ix.
S-3
CD
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WF-1 4" RISER IF-1 WF-11
z
7, 2 =77,
ECESSED
< - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
# IN FILLED BLOCK CELLS I 1_4 If -
I FIRE PLACE WALLS TO CON1111 UE
T TOP OF FIRE PLACE WALL Ell
T
-T
00 4" CONC. SLAB ON GRADE W/ 6x6-W1.4xW1.4 ON 6 AIL
PLASTIC V.B. W/6" OVERLAP JOINTS ON TERMITE
TREATED AND CLEAIII SOIL WELL COMPACTED.
ID ED] (TPICAL)
I '" y" 2 3-84 2
-4 CA I 3'-4*
I )f
EXISTING .1
/(N/.C.) SLOPE SHOWER
SH FLOOR SLAB I
FL q
L - - - - - - JE31RUa-- - - - - -- ELEV - - - - - - - - -J OOR TO DRAT ------
3` -62"
1-#4 X 24' LONG WF-2
DOWELS AT 36" OC
EMBED 6' MIN. - - ----- IEI
INTO EXIST. SLAB
TYP. AT ALL EASTINq
%
2" RECESS Li
AND NEW SLAB GL
SHOWER FL, OR (n
CONNECTIONS _j
- ---------
Ld
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LLJ
3'-6y4" 7 9 r- C=
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C.J.
cm
0 LOP
L R
A
EXISTING (N,.'i'.'C.) C14 ff 2
\ND RI
L
t
C14 SLOPE
1/8"/1 -0"
-12" THK -CON FTG W/5-#5 BOTTOM SET
0
6" DEEP DRILLED HO ES IN -.14
J
EXISTING _I�D
_3 / 1,
STING FOU I ATION AND 3-#5 BOT.
L __Ij TION E-
IN LO G DIRECJ
co
nz�
112-"-0-
, CA
k
4
4"-4'x13'-8" Ts-Il
Al LLj
0
INO
L/ HATCIIED� AREA INDICATES 4'-0'
vv
EXISTING (N.I:C.)
F,
WF-1 WE-1 i !'wF_1
- - ------- -
E11D
El El
/EXISTING (N.I.C,)'
4" CONC. SLAE ON GRADE W/ 6x6-W1.4xW1.4 ON 6 MIL.
PLASTIC V.B. Wj'6- OVERLAP JOI 4TS ON '_ERMITE
TREATED AND C-EAN SOIL WELL COMPACED. wI
4' 9
V.A.C. EQUIPMENT
-3* 1'-8' 4 -4 2- ONCRETE PAD
10 J/
31'-4* COORDINATE SIZES WITH
HN.A.C. CONTRACTOR
TE-1 TE-1
SHOO SIZES ARE APPROXIMATE
f r f €� $' 9 -4" 8' 91-4m
INDICATES LOCATION OF 1
L8' 10'-2" CONT. #6H REBAR
31'-6*
VERTICAL FROM FOOTING STEEL,W/HOOK AND TIED
TO STEEL IN TIE BEAM ABOVE,
GUARDRAIL BY OTHERS
Mr-11 CELL IS FILLED
SOLID WITH CONCRETE (SPACED
AS SHOWN TYP).
Iz
Z 0
I.- F-
cn
LIVING AREA ADDITION FOUNDATION. PLAN
SEE SHEET A-1 SITE PLAN FOR OVERALL FLOOR PLAN 1/4's = 11-0pp
FILLED CELL WITH REINFORCEMENT ON BOTH SIDES OF ALL OPENINGS AND AT ALL CORNERS
FLOOR PLAN LEGEND (D-- --> THIS SIiEET
0
Q_)--> 2-#5 REBAR DOWELS 36 LONG, 6 MIN. EMBED INTO EXISTING FOOTING.
ROBERT A. GUZMAN, P.E.
15966 S.W. 98TH STREET, MIAMI, FLORIDA 33196
TEL. 305-519-4357, FAX. 305-408-1095
FL REG. No. 52647
ADDRESS
7011 SW 68 CT. S. MIAMI FLORIDA
LEGAL DESCRIPTION
LOT 2 OF SUNSET CIRCLE
ACCORDING TO THE PLAT BOOK 48 PAGE 5
MIAMI-DADE COUNTY, FLORIDA
DRAIN
DO NOT SCALE DRAWINGS, USE GIVEN DIMENSION REPORT.
ANY DISCREPANCIES ON DIMENSION REPORT TO THE ARCHITECT OR
CONSTRUCTION SUPERINTENDENT BEFORE PROCEEDING WITH WORK.
THESE PLANS ARE IN COMPLIANCE WITH THE 2007 FLORIDA BUILDING CODE AND 2009
SUPPLEMENT INCLUDING SECTION 1609 FOR 140 MPH BASIC WIND SPEED
3-SECOND GUST AND EXPOSURE "B" WIND ZONE
ePROJ N,10-13�-11
FILE:knoepffier-Hemert
DRAWN: G.A.R.
CHECKED: A.K.
DATE: 01-20-12
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