12-250R(2)-001FOOTING SCHEDULE
COLUMN SCHEDULE
REINFORCEMENT
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THICKEND �` EDGE
JOP OF FOOTINGS SHALL BE -l'-4" BELOW FINISH FLOOR ELEVATION U.N.O.
F.
SOIL
1 BASED ON VISUAL OBSERVATION AT THE SITE WHERE THE RESIDENCE WILL BE
CONSTRUCTED, r IL CONSISTS OF . MIX OF ` r LIMEROCK NTH AN
APPROXIMATE BEARING CAPACITY OF 2,000 PSF WHICH WILL BE THE SOIL DESIGN PRESSURE
#' MIICH THE FOUNDATIONS DESIGN MLL BE BASED ON. BE ;
BY THE ENGINEER OF RECORD AT THE TIME OF FOUNDATION r .
THE SOIL r- WHICH THE FOUNDATIONS DESIGNED.
MALL REINFORCEMENT LEGEND
0
Q
Q
0
ADDITION
EXISTING
0
INDICATES REBAR IN
D El CONCRETE D CELL 0 O
MAX. SPACING, AT CORNERS r
AT SIDES OF rr OPENINGS
INDICATED.
i
i
SHORING
CONTRACTOR �. PROVIDE i r r r SHORING STRUCTURE i r O r.
COMMENCING ANY DEMOLITION AND/OR INSTALLATION OF NEW STRUCTURE.
USE SPECIALTY ENGINEER LICENSED IN THE STATE OF FLORIDA. SUBMIT SHOP
DRAWINGS t r r r • RECORD
APPROVAL.
ADDITION _
EXISTING
cF -�1 L CF -1
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cF_3 EXISTING
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LD
�ICF -2 CF -2 1 ❑
8" BLOCK WALL WITH-
l(l) #5 IN FILLED CELL N I '� -•)
1 1 I a 1@ 48" O.C.
I IL- I•I
CF -3f
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C.J. SAW CUT AND REMOVE AREA OF
8 °x8° C.M.U. BLOCK COLUMN ( EXISTING CONC. SLAB TO CONSTRUCT
AROUND STEEL COLUMN NEW,rOUNDA116NS. RESTORE
(TYPICAL} I H I ( -} 1 -tO" +/- SLAB TO MATCH EXIST. THICKNESS
I �❑� I T FINISH FLOOR `�B �V, BY INST/ LLING #4. DOWELS, 0 12" O.C.
14.95' N.G.V,D. " ALL AROUND IN , 4" DEEP DRILLED
AT HIGHEST POINT o i I HOLES (TYP AT 4 PLACES)
_` CF-2 CF -2 I I 4 I EXISTING (N.I.C.)
i a PF -3
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13 I I W C.J. a
I I I Q a I HATCHED AREA INDICATES
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EMS (N.I.C.)
CONC. SLAB ON---///"H �
GRADE W/ 6x6- w1.4xw .4 I H I °
ON 6 MIL. PLASTIC V.B.
W /6" OVERLAP JOINTS (p I "a /CF-3
W/6"
ON TERMITE TREATED
TE -1 �rF -1 � ` o
3` -0' 10' -0° AND CLEAN SOIL WELL
COMPACTED. - ---__ _
_ 3/4" RECESSED
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CF -1 CF -1 ,
((� �° x
1 g� ,.^^��} `, .Q 11..1 �Q' 1' -4s Ua — ®e p 1
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10' -0' _ .
GAZEBO
COLUMN SCHEDULE
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REINFORCEMENT
COMMENTS
ADDITION • # r
MATERIAL
SCHEDULE,
OR BASE PLATE
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DRAWINGS +' BASE AND CAP
MALL REINFORCEMENT LEGEND
0
Q
Q
0
ADDITION
EXISTING
0
INDICATES REBAR IN
D El CONCRETE D CELL 0 O
MAX. SPACING, AT CORNERS r
AT SIDES OF rr OPENINGS
INDICATED.
i
i
SHORING
CONTRACTOR �. PROVIDE i r r r SHORING STRUCTURE i r O r.
COMMENCING ANY DEMOLITION AND/OR INSTALLATION OF NEW STRUCTURE.
USE SPECIALTY ENGINEER LICENSED IN THE STATE OF FLORIDA. SUBMIT SHOP
DRAWINGS t r r r • RECORD
APPROVAL.
ADDITION _
EXISTING
cF -�1 L CF -1
F —1
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cF_3 EXISTING
I
WF— 1
r �I _- _- ��.__I_ -� I ❑
LD
�ICF -2 CF -2 1 ❑
8" BLOCK WALL WITH-
l(l) #5 IN FILLED CELL N I '� -•)
1 1 I a 1@ 48" O.C.
I IL- I•I
CF -3f
IdI i
C.J. SAW CUT AND REMOVE AREA OF
8 °x8° C.M.U. BLOCK COLUMN ( EXISTING CONC. SLAB TO CONSTRUCT
AROUND STEEL COLUMN NEW,rOUNDA116NS. RESTORE
(TYPICAL} I H I ( -} 1 -tO" +/- SLAB TO MATCH EXIST. THICKNESS
I �❑� I T FINISH FLOOR `�B �V, BY INST/ LLING #4. DOWELS, 0 12" O.C.
14.95' N.G.V,D. " ALL AROUND IN , 4" DEEP DRILLED
AT HIGHEST POINT o i I HOLES (TYP AT 4 PLACES)
_` CF-2 CF -2 I I 4 I EXISTING (N.I.C.)
i a PF -3
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a
13 I I W C.J. a
I I I Q a I HATCHED AREA INDICATES
I I w —J
EMS (N.I.C.)
CONC. SLAB ON---///"H �
GRADE W/ 6x6- w1.4xw .4 I H I °
ON 6 MIL. PLASTIC V.B.
W /6" OVERLAP JOINTS (p I "a /CF-3
W/6"
ON TERMITE TREATED
TE -1 �rF -1 � ` o
3` -0' 10' -0° AND CLEAN SOIL WELL
COMPACTED. - ---__ _
_ 3/4" RECESSED
�^+�
M �
CF -1 CF -1 ,
((� �° x
1 g� ,.^^��} `, .Q 11..1 �Q' 1' -4s Ua — ®e p 1
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10' -0' _ .
GAZEBO
FOUNDATION
SEE SHEET `
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SEE LIVING AREA
ADDITION • # r
rrr ••
SCHEDULE,
1%
i
GARAGE ADDITION FOUNDATION PLAN
SEE SHEET A -1 SITE PLAN FOR OVERALL FLOOR PLAN 1/4" = 1 ` -0"
SEE LIVING AREA ADDITION FOUNDATION PLAN FOR FOOTING SCHEDULE, THIS SHEET
i °r11 L rP6`t T m 1f3�
3`-6'2"
5'-Y2'
11' -3y'
3'-6y2'
8- 5/8' GAM. x8' LG
HEAD STUDS WELDED
TO PLATE
CORNER STEEi CO NN
4x4xj STEEL (2) #5 IN ILLED CELL IRP BOTH RAZE DETAIL
COLUMN EACH SIDE PF OPENINGS 8" BLOCK WALL WITH "
(TYP.) (1 ) #5 IN FILLED CELL 4x4x STEEL
48" O.C. COLUMN
WF -1 WF -1
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#6 IN FILLED BLOCK CELLS
I IN FIRE PLACE WALLS TO CONTINUE
IE] TO TOP OF FIRE PLACE WALL I( 1
j= ❑�` ELEV. 17' -4" i
R
A Cl L I 7' -4°
{ j
trF_r 1 I c.J. I
I _I, 0'-0° I ATIO w LKWAY
EXISTING (N.I.C.} (�� • I I YFlNISH FLOOR SLAB ELIV. I ONCRE 'OR
16.78' N.G.v.D. I I ELECTS BY OWNER
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4" CONC. SLAB ON GRADE W/ 6x6- W1.4xW1.4 ON 6 AIL.
I SLOP SHOWER
PLASTIC V.B. W /6" OVERLAP JOINTS ON TERMITE I
EXISTING (N.I.C.) l� TREATED AND CLEA SOIL WELL COMPACTED. FLO TO DRAT
-�- — -2 — I AND RECESSED
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HATCHED AREA INDICATES I 4` -C•
EXISTING (N:I.C.)
4x4xj STEEL
® COLUMN
EXISTING (N.I.C.) ' _ • ❑
t
i THK. HN A.C. EQUIPMENT
2' -3' 1' -8° 9' 9'4/2- 3` -10' 1G ° -7' 3' -6Y' 4' CONCRETE PAD 1n
(N.I.C.) COORDINATE SIZES WITH
H.V.A.C. CONTRACTOR
SHOWN SIZES ARE APPROXIMATE
91-6. 8" 9' -8" 8'
31 -6
Ell ❑ f a -
FILLED CELL WITH REINFORCEMENT ON BOTH SIDES OF ALL OPENINGS AND AT ALL CORNERS
FLOOR PLAN. LEGEND ---� TWS SHEET
/ 1 -/5 REBAR DOWELSQ 24' O.C. 12' LONG , 6 MIN. EMBED INTO EXISTING SLAB.
ROBERT A. GUZMAN, P.E.
15966 S.W. 98TH STRM Irf A 33196
TEL 305 -51 ``1&0 J095
'1111111114`
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 a
ra NOT SCALE DRAWINGS, DIMENSION O
ANY DISCREPANCIES ON DIMENSION REPORT TO THE ARCHITECT OR
CONSTRUCTION SUPERINTENDENT BEFORE PROCEEDING WITH WORK.
THESE PLANS ARE IN COMPLIANCE •r 7 FLORIDA BUILDING CODE AND 2009
SUPPLEMENT INCLUDING SECTION 1609 FOR 140 MPH BASIC WIND SPEED
• r GUST AND EXPOSURE "B" WIND ZONE
a
PROJ No:10 -13-11
FI LE:kn oepffler —Hem ert
DRAWN: G.A.R.
CHECKED: A.K.
DATE: 01 -20 -12
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