13-12-006- NEW 8 "x12" CONCRETE TIE BEAM
2' -6' LAP (MIN) 6'
2 #5TOP 4 #3 TIES ®12 "O.C.
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- VERIFY EXISTING TIE DOWN OR EXISTING CONC.
COLUMN AT EXISTING MASONRY WALL IF NOT ADD 4-
1 #5 VERTICAL
BAR DRILL 6" INTO EXISTING FOOTING AND
TIE BEAM
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DRILL 4- 3/4 10 x 2' -6"
R -5 INBETWEEN 1x2 P.T. FURRING STRIPS Q
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REINFORCING
REMARKS
CONCRETE
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AT #EACH SIDE CdC MAX-.AT s
& EACH CORNER
TO OBSERVE THAT THE FOUNDATION CONDITIONS ARE SIMILAR TO
SC-1
16" O.C. WITH 1/2" DRYWALL W/ PLASTIC
DEEP HOLES RECEIVE
SEE FLOOR PLAN
FOR LOCATION
DEPOSITING OF CONCRETE SHALL COMPLY WITH
B.
ALL CONCRETE MASONRY UNITS (CMU} SHALL CONFORM TO ASTM C 90, "STANDARD
THOSE UPON WHICH THE DESIGNED IS BASED.
8 "x12" STARTER CONC.
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2- # 5 CORNERS BARS, 30" EA LEG
3. CONCRETE COVER:
COLUMN W/4 #5 VERT. BAR
TERMITE PROTECTION:
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2. CONCRETE:
WITH EPDXY GROUT
1#5 REBAR IN CONC. FILLED CELL W
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SILICON SEALEANT AT ALL CONNECTIONS
2' -6' LAP (MIN)
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A. ALL CONCRETE WORK SHALL CONFORM TO ALL REQUIREMENTS OF ACI 301 -02 AND ACI- 318 -02.
§1816.1.7 Termite protection. All buildings shall have re- construction
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MIN. 30 SPLICE (TYP. ALL OPENINGS
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NEW FOOTING.
EXISTING
FOOTING.
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EXISTING 8"x12" CONC.
TIE BEAM
UNLESS OTHERWISE INDICATED
1X4 P.T. BUCK
C. MIX DESIGNS SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL PRIOR TO
3,,
2 >,
—
EW DOWELS FOR
LAP SPLICES. PROVIDE CLEAN OUT HOLES AT BASE OF FILLED CELLS FOR LAP
INSPECTION AND VERIFYING THAT THE CELLS HAVE BEEN FILLED SOILID WITH GROUT
2- # 5
CONT BARS
COMMENCEMENT OF ANY CONCRETE WORK.
shall be deemed as approved with respect to pre- construction soil
MTL. FRAME WINDOW WITH SREEN
-
1 1/2"
DRILL COL OR WALL
EXISTING CONC. w/ HILTI
1 1/2"
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SCALE 3 4" = 1' -0"
/
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W/ 3/16 DIA. FLAT HEAD TAPCON WITH MIN.
NEW REIN". in 1# 5 x 3' -0" FOR
100 DOWELING MIX
F ON APPROVED EQUAL}
COLUMNS
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1 1/2"
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8 "CONC. BLOCK WALL
EMBEDMENT OF 1 1 / 2" INTO MASONRY AT 4"
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EACH FTG. BAR.
EXTEND 6" INTO
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FROM EACH CORNER AND 15 O.C. MAX.
EXISTING w/ HILTI
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AT EACH SIDE OF OPENINGS I
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GROUT SHALL CONFOOM TO ASTM -C476. SLUMP SHALL BE BETWEEN 8" & 11 ".
C 100 DOWELING MIX
NEW FTG. TO
EXISTING
GENERAL STRUCTURAL NOTES
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F.
ALL CMU WALLS SHALL BE HORIZONTALLY REINFORCING WITH STANDARD No. 9 LADDER
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termites. Treatment is in accordance with rules and laws established by the Florida
CONNECTION
DETAIL �'A"
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EXISTING 8" CONCRETE
TYPE GALVANIZED STEEL REINFORCING EVERY SECOND COURSE. EXTEND
Department of Agriculture and Consumer Services.”
1. ALLOWABLE SOIL BEARING CAPACITY:
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BLOCK WALL
REINFORCING A MINIMUM OF 4" INTO COLUMNS.
SOIL IS ASSUMED TO PROVIDE 2000 PSF BEARING CAPACITY, AS FOR VISUAL
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6. SLAB
ON GRADE
INSPECTION IT APPPEARS TO BE LIMEROCK AND SILICA SAND FREE FROM ORGANIC
\([ \�[ \'
Co
3/4" THICK FOIL BACK RIGID INSULATION
6" 24"
24"
MATERIALS. BEFORE POURING FOUNDATION CALL THE ENGINEER OF RECORD
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A. FILL AND BACKFILL TO BE COMPACTED TO 95% OF THE MAXIMUM DENSITY AT
-CLEAN & ROUGHEN EXISTING CONCRETE PAINT W/
MORTAR GROUT BEFORE PLACING NEW CONCRETE
NEW 8" C.M.U. Q
-DRILL EXISTING COLUMN AND EXISTING FOOTING W/ WALL «, 1# 5 xt' -4" LENGTH
6" DEPTH (AT COLUMN 0 3' O.0 INTO EXISTING COLUMN
AND AT FOOTING 3 REBAR) ° @ 3' -0" O.0
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COLUMN SCHEDUI -E
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REINFORCING
REMARKS
CONCRETE
8" MASONRY WALL
AT #EACH SIDE CdC MAX-.AT s
& EACH CORNER
TO OBSERVE THAT THE FOUNDATION CONDITIONS ARE SIMILAR TO
SC-1
16" O.C. WITH 1/2" DRYWALL W/ PLASTIC
4# 5'S VERTICAL
& '3 TIES @ 8"
SEE FLOOR PLAN
FOR LOCATION
DEPOSITING OF CONCRETE SHALL COMPLY WITH
B.
ALL CONCRETE MASONRY UNITS (CMU} SHALL CONFORM TO ASTM C 90, "STANDARD
THOSE UPON WHICH THE DESIGNED IS BASED.
8 "x12" STARTER CONC.
CORNER` BEADS AT ALL OPENINGS.---
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2- # 5 CORNERS BARS, 30" EA LEG
3. CONCRETE COVER:
COLUMN W/4 #5 VERT. BAR
TERMITE PROTECTION:
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2. CONCRETE:
AND TIES 0 12 O.0
TYPICAL WINDCJW JAMB DETAIL
2' -6' LAP (MIN)
A. ALL CONCRETE WORK SHALL CONFORM TO ALL REQUIREMENTS OF ACI 301 -02 AND ACI- 318 -02.
§1816.1.7 Termite protection. All buildings shall have re- construction
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C.
"SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS ".
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SCALE 3i4• = 1'0'
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B. ALL CONCRETE SHALL ATTAIN 3000 P.S.I MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS.
BOTTOM
TOP
SIDES
D.
VERTICAL REINFORCING IN CMU CELLS SHALL BE SPLICED WITH 48 BAR DIAMETER
STARTING COLUMN DETAIL
TYPI
C. MIX DESIGNS SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL PRIOR TO
3,,
2 >,
3„
LAP SPLICES. PROVIDE CLEAN OUT HOLES AT BASE OF FILLED CELLS FOR LAP
INSPECTION AND VERIFYING THAT THE CELLS HAVE BEEN FILLED SOILID WITH GROUT
2- # 5
CONT BARS
COMMENCEMENT OF ANY CONCRETE WORK.
-CLEAN & ROUGHEN EXISTING CONCRETE PAINT W/
MORTAR GROUT BEFORE PLACING NEW CONCRETE
NEW 8" C.M.U. Q
-DRILL EXISTING COLUMN AND EXISTING FOOTING W/ WALL «, 1# 5 xt' -4" LENGTH
6" DEPTH (AT COLUMN 0 3' O.0 INTO EXISTING COLUMN
AND AT FOOTING 3 REBAR) ° @ 3' -0" O.0
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COLUMN SCHEDUI -E
MARK
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REINFORCING
REMARKS
CONCRETE
8" MASONRY WALL
AT #EACH SIDE CdC MAX-.AT s
& EACH CORNER
FILL CELL WITH GROUT
SC-1
8 "X 12" STARTER
COLUMN
4# 5'S VERTICAL
& '3 TIES @ 8"
SEE FLOOR PLAN
FOR LOCATION
DEPOSITING OF CONCRETE SHALL COMPLY WITH
B.
ALL CONCRETE MASONRY UNITS (CMU} SHALL CONFORM TO ASTM C 90, "STANDARD
u n 4. REINFORCING STEEL
DRILL 2 -3/4 "0 x A 6" DEEP HOLES TO RECEIVE 2# ® ii ° 16" W. x 16" H. CONC. FOOTING TO BE NEW HIGH STRENGTH BILLET STEEL DEFORMED AS PER ASTM A -305 AND
NEW 12 x 16 " CONC. W/ Q° 5 DOWELS x 2 -6 INTO EXISTING FOOTING AND II W/ (2)50 CONT.
2 # 5 CONTINUOUS FILLED WITH EPDXY GROUT
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EXISTING CONC. FTG.
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°
F O O -T- I N G S C H E D U I_ E
MARK
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& #4 TRANSVERSAL 0 24"
D. NO WATER SHALL BE ADDED TO THE
CONCRETE
AT THE JOB SITE.
2 5 LONGITUDINAL
CONTINUOUS
TE -8
8x8" CONC THICK.EDGE
E. TRANSPORTING, PLACING,
CURING AND
DEPOSITING OF CONCRETE SHALL COMPLY WITH
B.
ALL CONCRETE MASONRY UNITS (CMU} SHALL CONFORM TO ASTM C 90, "STANDARD
M
ACI- 301 -02.
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2- # 5 CORNERS BARS, 30" EA LEG
3. CONCRETE COVER:
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TERMITE PROTECTION:
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TO BE AS FOLLOWS:
2' -6' LAP (MIN)
6'
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§1816.1.7 Termite protection. All buildings shall have re- construction
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CONCRETE MASONRY STRENGTH SHALL BE A MINIMUM OF 1500 PSI.
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BOTTOM
TOP
SIDES
D.
VERTICAL REINFORCING IN CMU CELLS SHALL BE SPLICED WITH 48 BAR DIAMETER
STARTING COLUMN DETAIL
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FOOTINGS
3,,
2 >,
3„
LAP SPLICES. PROVIDE CLEAN OUT HOLES AT BASE OF FILLED CELLS FOR LAP
INSPECTION AND VERIFYING THAT THE CELLS HAVE BEEN FILLED SOILID WITH GROUT
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shall be deemed as approved with respect to pre- construction soil
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BEAMS
1 1/2"
1 1/2"
1 1/2"
0
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E.
FILLED CELLS SHALL BE FILLED WITH 3000 PSI GROUT AS PER ACI - 530 -02 AND AC1530.1-
SCALE 3 4" = 1' -0"
/
Compliance shall be issued to the building department by the licensed pest
- -- ;
COLUMNS
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- --
1 1/2"
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02. FILLING OF CELLS SHALL BE DONE IN FOUR FOOT LIFTS WITH A MAXIMUN
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2- # 5 CONT. BARS
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u n 4. REINFORCING STEEL
DRILL 2 -3/4 "0 x A 6" DEEP HOLES TO RECEIVE 2# ® ii ° 16" W. x 16" H. CONC. FOOTING TO BE NEW HIGH STRENGTH BILLET STEEL DEFORMED AS PER ASTM A -305 AND
NEW 12 x 16 " CONC. W/ Q° 5 DOWELS x 2 -6 INTO EXISTING FOOTING AND II W/ (2)50 CONT.
2 # 5 CONTINUOUS FILLED WITH EPDXY GROUT
a °
EXISTING CONC. FTG.
4 Q.
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°
F O O -T- I N G S C H E D U I_ E
MARK
SIZE
REINFORCING
REMARKS
W.F -16
16 "X CONTINUOUS X
16" WIDE
2 5 LONGITUDINAL
CONTINUOUS
TE -8
8x8" CONC THICK.EDGE
1 #5 CONT
CONTINUOUS
a II a CONFORMING TO ASTM A -615, GRADE 60. LAP CONTINUOS BARS 36 BARS
u n & #4 TRANSVERSAL 0 24 DIAMETERS . HOOK DISCONTINUOS ENDS OF ALL TOP BARS. ALL REINFORCING STEEL
TO BE DETAILED AND FABRICATED IN ACCORDANCE WITH MANUAL OF STANDARD
PRACTICE OF DETAILING REINFORCED CONCRETE STRUCTURES AND THE ACI BUILDING
CODE 318 -02 SUBMIT SHOP DRAWINGS FOR APPROVAL PRIOR TO FABRICATION.
[DETAIL 1 -1/2
as 5. CONCRETE MASONRY WALLS:
FOOTING CORNER DETAIL A. ALL CONCRETE MASONRY WALLS ARE DESIGNED AS LOAD BEARING WALLS, UNLESS
OTHERWISE NOTED, AND SHALL BE IN PLACE BEFORE THE SLABS AND BEAMS SUPPORTED BY
It ANT U I ILK UUNUI I IUNS UK MA I LKIALS AKL LNGUUN I LKLD
NOTIFY THE ARCHITECT BEFORE PROCEEDING.
/ A LETTER WILL BE SUBMITTED AFTER THE GROUND HAS BEEN
FOUNDATION PLAN BROKEN ATTESTING THAT THE SITE HAS BEEN OBSERVED AND
THE FOUNDATION CONDITIONS ARE SIMILAR TO THOSE UPON
Scale- 1/4 " -T THE DESIGN IS BASED.
THE SOIL SHALL BE COMPACTED TO A MIN, OF 95% OF THE MAX. DRY
DENSITY AS DETERMINED BY THE MODIFIED PROCTOR TEST ASTM D -1557
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THEM ARE POURED AS WELL AS THE CONCRETE TIE COLUMNS FRAMING THEM.
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ALL CONCRETE MASONRY UNITS (CMU} SHALL CONFORM TO ASTM C 90, "STANDARD
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SPECIFICATIONS FOR HOLLOW LOAD BEARING CONCRETE MASONRY UNITS" WITH A NET AREA
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TERMITE PROTECTION:
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COMPRESSIVE STRENGTH OF MASONRY OF 1900 PSI.
2' -6' LAP (MIN)
6'
§1816.1.7 Termite protection. All buildings shall have re- construction
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C.
CONCRETE MASONRY STRENGTH SHALL BE A MINIMUM OF 1500 PSI.
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D.
VERTICAL REINFORCING IN CMU CELLS SHALL BE SPLICED WITH 48 BAR DIAMETER
STARTING COLUMN DETAIL
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treatment protection against subterranean termites. The rules and laws as
established by the Florida Department of Agriculture and Consumer Services
W.F -16
LAP SPLICES. PROVIDE CLEAN OUT HOLES AT BASE OF FILLED CELLS FOR LAP
INSPECTION AND VERIFYING THAT THE CELLS HAVE BEEN FILLED SOILID WITH GROUT
shall be deemed as approved with respect to pre- construction soil
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treatment for protection against subterranean termites. A Certificate of
3' -6" I
0
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E.
FILLED CELLS SHALL BE FILLED WITH 3000 PSI GROUT AS PER ACI - 530 -02 AND AC1530.1-
SCALE 3 4" = 1' -0"
/
Compliance shall be issued to the building department by the licensed pest
I
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02. FILLING OF CELLS SHALL BE DONE IN FOUR FOOT LIFTS WITH A MAXIMUN
control company that contains the following statement:
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POUR OF 12 FEET. USE MECHANICAL VIBRATION TO ACHIEVE GROUT FILLED SOLID CELLS.
AT EACH SIDE OF OPENINGS I
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GROUT SHALL CONFOOM TO ASTM -C476. SLUMP SHALL BE BETWEEN 8" & 11 ".
"The building has received a complete treatment for the prevention of subterranean
TE -8 I
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i & AT EACH CORNER
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F.
ALL CMU WALLS SHALL BE HORIZONTALLY REINFORCING WITH STANDARD No. 9 LADDER
termites. Treatment is in accordance with rules and laws established by the Florida
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TYPE GALVANIZED STEEL REINFORCING EVERY SECOND COURSE. EXTEND
Department of Agriculture and Consumer Services.”
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REINFORCING A MINIMUM OF 4" INTO COLUMNS.
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6. SLAB
ON GRADE
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A. FILL AND BACKFILL TO BE COMPACTED TO 95% OF THE MAXIMUM DENSITY AT
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4 WITH
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OPTIMUM MOISTURE AS DETERMINED BY THE MODIFIED PROCTOR TEST.
„SLAB•ON,GRADE I
rnAAPACTInN I AYPPq NnT Tn Furrrn 1')” CPI= (]r7nTI7( WKIIr'Al aI7"onaT
It ANT U I ILK UUNUI I IUNS UK MA I LKIALS AKL LNGUUN I LKLD
NOTIFY THE ARCHITECT BEFORE PROCEEDING.
/ A LETTER WILL BE SUBMITTED AFTER THE GROUND HAS BEEN
FOUNDATION PLAN BROKEN ATTESTING THAT THE SITE HAS BEEN OBSERVED AND
THE FOUNDATION CONDITIONS ARE SIMILAR TO THOSE UPON
Scale- 1/4 " -T THE DESIGN IS BASED.
THE SOIL SHALL BE COMPACTED TO A MIN, OF 95% OF THE MAX. DRY
DENSITY AS DETERMINED BY THE MODIFIED PROCTOR TEST ASTM D -1557
A�
REVISIONS:
1:
2.
3.-
4.
5.-
6-
DATE: DECEMBER 11, 2012
SCALE: SHOWN
DRAWN: MAV
DESIGN BY: MAV
JOB NO: 12 -12/87
FOUNDATION
PLAN
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REVISIONS:
1:
2.
3.-
4.
5.-
6-
DATE: DECEMBER 11, 2012
SCALE: SHOWN
DRAWN: MAV
DESIGN BY: MAV
JOB NO: 12 -12/87
FOUNDATION
PLAN