08-1384-007FOUNDATION SCHEDULE
MARK DIMENSIONS REINFORCING STEEL
WF -16 16" x 12" CONT. WALL FTG. 2 #5 CONT. BOTTOM
COLUMN SCHEDULE
MARK DIMENSIONS
REINFORCING STEEL
FC 1 #5 VERT. IN CONCRETE FILLED
#5 FR. FTG. TO T/B TOP STL.
CELLS. AS SHOWN ON PLAN
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SOLID CONC. (TYP.)
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4#15 VERT. NOTE: FOR STARTER
& 43 @ S "o.c. COL" S.I PROVIDE
# 5 x 12' HOR DOWELS
@ 24" O.C. TO EXIST.
SOLID CONC. (TYP.)
TC 8"x 12"
4 #5 VERT. & #3 @ 8 "o.c.
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LEGEND-
Fl NEW 3000 PSI GROUT FILLED
C.M.U. CELL REINFORCED
W/(1) #5 INSTALLED IN
EXISTING MASONRY WALL
EPDXIED 6" MINIMUM WITHIN
FOOTING AND TIE BEAM.
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MASONRY WALL NOTES:
1- MORTAR & GROUT- MUST COMPLY WITH SECTION R4407.5.1.5 RESIDENTIAL 2004 BUILDING CODE
2. CLEAN MASONRY CELLS TO OBTAIN A MINIMUM 3 "X3" UNOBSTRUCTED CONTINUOS VERTICAL
CAVITY. PLACE 3000 PSI GROUT FILL IN 4 FT LIFTS MAXIMUM UNLESS SPECIAL GROUT IS
USED. CLEANOUT OPENINGS SHALL BE PROVIDED WHERE GROUT POOR EXCEED 4 FT IN HEIGHT.
3.8" CMU WALLS SHALL BE REINF. W / #5 VERT. @ 32" O.C. MAX. WITHIN 3,000 PSI GROUT
FILLED CELLS AND 9 GA LADDER HORIZONTAL EVERY TWO COURSES UNLESS OTHERWISE NOTED.
4. COMPRESSIVE STRENGTH OF MASONRY WALLS ON SHALL BE AS FOLLOWS:
1,500 PSI BASED IN A COMPRESSIVE STRENGTH OF MASONRY UNIT OF 1,900 PSI WITH TYPE M MORTAR
5. GROUT SHALL BE PLASTIC MIX HAVING MAXIMUM SLUMP OF 9 INCHES = / -1 INCH.
6. GROUNTING SHALL BE A CONTINUOUS OPERATION IN LIFTS NOT EXCEEDING 4 FEET AND
A MAXIMUM POUR OF 12 FEET.
GROUND FLOOR NOTES:
1. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO BEGIN
ANY CONSTRUCTION.
2. CONTRACTOR SHALL COORDINATE ALL DIMENSIONS WITH THE ARCHITECTURAL DRAWINGS.
ANY DISCREPANCY SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT OR ENGINEER
BEFORE PROCEEDING WITH THE WORK
3. FLOOR SLAB CONSISTS OF A 4" CONCRETE SLAB ON WELL COMPACTED FILL
OVER A POLYTHYLENE VAPOR BARRIER (INTERIOR SLAB ONLY) AND REINFORCED WITH
6X6- W1.4XW1.4 WWF (UON) LAPPED 6 MM. WWF SHALL BE PLACED 2" BELOW
THE TOP OF THE SLAB IN ORDER TO BE EFFECTIVE.
4. CENTERLINE OF COLUMN OR WALL IS CENTERLINE OF FOOTING (LION).
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FOUNDATION II IN
THE CONSTRUCTION DOCUMENTS HAVE
BEEN PREPARED IN COMPLIANCE WITH
FBC 2004 & 2006 SUPPLEMENT.
R4409.13.5 TERMITE PROTECTION
ALL BUILDING SHALL HAVE A PRE- CONSTRUCTION TREATMENT
PROTECTION AGAINST SUBTERRANEAN TERMITES. THE RULES AND LAWS
AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND
CONSUMER SERVICES SHALL BE DEEMED AS APPROVED WITH RESPECT TO
PRECONSTRUCTION SOIL TREATMENT FOR PROTECTION AGAINST
SUBTERRANEAN TERMITES.
A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING
DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS
THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE
TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES.
TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY
THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES."
SOIL STATEMENT:
SOIL CONDITION AT SITE BY VISUAL INSPECTION INDICATES AN ALLOWABLE
BEARING CAPACITY OF 2,000 P.S.F. (UNDISTURBED SAND AND /OR ROCK).
PRIOR TO THE INSTALLATION OF ANY FOOTING FOUNDATION SYSTEM FOR
NEW BUILDINGS, STRUCTURES OR ADDITIONS THE BUILDING OFFICIAL
SHALL BE PROVIDED WITH A STATEMENT FROM AN ARCHITECT OR
ENGINEER TO CERTIFY THE PRESUMTIVE SOIL BEARING CAPACITY.
R4404.4.3.1 SOIL COMPACTION
FILL SUPPORTING CONCRETE SLAB SHALL BE COMPACTED UNDER THE
SUPERVISION OF SPECIAL INSPECTOR TO A MINIMUM OF 95 PERCENT OF
MAXIMUM DRY DENSITY AS DETERMINED BY COMPACTION TEST FOR ALL
LAYERS & 98 PERCENT FOR FOOTING.
CHAPTER 9 B -53: RADON RESISTANCE
PROVIDE 6 MIL.VAPOR BARRIER AT CONCRETE SLAB TO COMPLY WITH
CHAPTER 9 B -53
STANDARD HOOK (2) #5 X 3' -6" DOWEL WITH 6" MIN.
EMB, INTO EXISTING TIE BEAM(T &B)
ROOF OR COLUMN
TERMINATION PT.
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OPEN NOTCH IN EXISTING WALL
AND FILL WITH 3000 PSI GROUT
8"
10"I -A, #5 @ 24" O.C. MAX
SC -NEW 8 "X12" CONC. STARTER
COL. REINF. W /(4) #5 VERT.
& #3 STIRRUPS @ 12 o.c. .:
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NEW FINISH FLOOR
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PLAN AND NOTES FOR
THICKNESS AND REINFORCING
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FACE OF EXISTING WALL
EXISTING WALL
(2) #5 X 3' -6" DOWEL
WITH 6" MIN. EMB.
INTO EXISTING FOOTING
EXISTING WALL FOOTING
8X12 STARTER COLUMN CONNECTION TO EXISTING STRUCTURE
SCALE � -
NEW TIE BEAM. FOR INFO
REFER TO PLAN
POUR DROPPED CONC, BM.
WITH ADD'L 2 #5 BOT,
EXTENDED 8" EA.SIDE, #3 TIES
@ALL OPNGS. @12 "o.c.-
STANDARD HOOK (2) #5 X 3'-6" DOWEL WITH 6" MIN,
EMB. INTO EXISTING TIE BEAM (T&B)
ROOF OR COLUMN
TERMINATION PT.
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DROP TIE BEAM. ADD 2) 5 BOTTOM
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(2) #5 DOWELS W /STANDARD HOOK
NEW FINISH FLOOR
NEW WALL FOOTING, SEE
PLAN AND NOTFS FOR
THICKNESS AND REINFORCING
NOTE:
PROVIDE HORIZONTAL JOINT REINFORCEMENT
BETWEEN EVERY OTHER COURSE W /MIN. #9
LADDER TYPE. REINF. TO EXTEND INTO
TIE COLUMN MIN. 4 ".
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LAPPED 6 MM. WWF 3 #5L------ - - - - --
ON 6 MIL VISQUEEN
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FILLED
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REINF. W /(1 )#5
@32 "o.c_ MAX.
(TYP.) 6"
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FOUNDATION PLAN
SCALE: 1/4" = 1'- 0"
V/I/, /BED/R�00/m//Z"Al
EXISTING
DINING ROOM
r—
DEN
"a'')/ / W.I.
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r
■ T ■
M
cA W.I.
—° / C L
BEDROOM
"mill
WINE-
FOUNDATION II IN
THE CONSTRUCTION DOCUMENTS HAVE
BEEN PREPARED IN COMPLIANCE WITH
FBC 2004 & 2006 SUPPLEMENT.
R4409.13.5 TERMITE PROTECTION
ALL BUILDING SHALL HAVE A PRE- CONSTRUCTION TREATMENT
PROTECTION AGAINST SUBTERRANEAN TERMITES. THE RULES AND LAWS
AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND
CONSUMER SERVICES SHALL BE DEEMED AS APPROVED WITH RESPECT TO
PRECONSTRUCTION SOIL TREATMENT FOR PROTECTION AGAINST
SUBTERRANEAN TERMITES.
A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING
DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS
THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE
TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES.
TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY
THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES."
SOIL STATEMENT:
SOIL CONDITION AT SITE BY VISUAL INSPECTION INDICATES AN ALLOWABLE
BEARING CAPACITY OF 2,000 P.S.F. (UNDISTURBED SAND AND /OR ROCK).
PRIOR TO THE INSTALLATION OF ANY FOOTING FOUNDATION SYSTEM FOR
NEW BUILDINGS, STRUCTURES OR ADDITIONS THE BUILDING OFFICIAL
SHALL BE PROVIDED WITH A STATEMENT FROM AN ARCHITECT OR
ENGINEER TO CERTIFY THE PRESUMTIVE SOIL BEARING CAPACITY.
R4404.4.3.1 SOIL COMPACTION
FILL SUPPORTING CONCRETE SLAB SHALL BE COMPACTED UNDER THE
SUPERVISION OF SPECIAL INSPECTOR TO A MINIMUM OF 95 PERCENT OF
MAXIMUM DRY DENSITY AS DETERMINED BY COMPACTION TEST FOR ALL
LAYERS & 98 PERCENT FOR FOOTING.
CHAPTER 9 B -53: RADON RESISTANCE
PROVIDE 6 MIL.VAPOR BARRIER AT CONCRETE SLAB TO COMPLY WITH
CHAPTER 9 B -53
STANDARD HOOK (2) #5 X 3' -6" DOWEL WITH 6" MIN.
EMB, INTO EXISTING TIE BEAM(T &B)
ROOF OR COLUMN
TERMINATION PT.
..r
OPEN NOTCH IN EXISTING WALL
AND FILL WITH 3000 PSI GROUT
8"
10"I -A, #5 @ 24" O.C. MAX
SC -NEW 8 "X12" CONC. STARTER
COL. REINF. W /(4) #5 VERT.
& #3 STIRRUPS @ 12 o.c. .:
I r:
(2) #5 DOWELS W/STANDARD HOOK
NEW FINISH FLOOR
0
I
NEW WALL FOOTING. SEE
PLAN AND NOTES FOR
THICKNESS AND REINFORCING
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FACE OF EXISTING WALL
EXISTING WALL
(2) #5 X 3' -6" DOWEL
WITH 6" MIN. EMB.
INTO EXISTING FOOTING
EXISTING WALL FOOTING
8X12 STARTER COLUMN CONNECTION TO EXISTING STRUCTURE
SCALE � -
NEW TIE BEAM. FOR INFO
REFER TO PLAN
POUR DROPPED CONC, BM.
WITH ADD'L 2 #5 BOT,
EXTENDED 8" EA.SIDE, #3 TIES
@ALL OPNGS. @12 "o.c.-
STANDARD HOOK (2) #5 X 3'-6" DOWEL WITH 6" MIN,
EMB. INTO EXISTING TIE BEAM (T&B)
ROOF OR COLUMN
TERMINATION PT.
f
OPEN NOTCH IN EXISTING WALL
AND FILL WITH 3000 PSI GROUT o
DROP TIE BEAM. ADD 2) 5 BOTTOM
AND EXTEND STIRRUPS( TJ THE BOTTOM • 0//
ALONG THE ENTIRE OPENING o
8" o
10 #5 @ 24" O.C. MAX FACE OF EXISTING WALL
SC -NEW 8 "X8" CONC. STARTER
COL. REINF. W /2) #5 VERT,
(2) #5 DOWELS W /STANDARD HOOK
NEW FINISH FLOOR
NEW WALL FOOTING, SEE
PLAN AND NOTFS FOR
THICKNESS AND REINFORCING
NOTE:
PROVIDE HORIZONTAL JOINT REINFORCEMENT
BETWEEN EVERY OTHER COURSE W /MIN. #9
LADDER TYPE. REINF. TO EXTEND INTO
TIE COLUMN MIN. 4 ".
tE
EXISTING WALL
Q
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(2) #5 X 3' -6" DOWE._
WITH 6" MIN, EME,
INTO EXISTING FOOTING
EXISTING WALL FOOTING
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Drawn By. PUERTO /CBS
(305) 262 -8075
Checked: M. LOPEZ
Date: 11/25/08
Project # 08 -115
8X8 STARTER COLUMN CONNECTION TO EXISTING STRUCTURE S h
SCALE mn��_r -a — - _ _ _ _ _...
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