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WD. TRUSSES O 24" O.C. ANCHOR ON EA. ONE
BOTH ENDS W /HURRICANE APPROVED GALV. ANCHOR
EMBEDDED INTO 8 "X 8" CONCRETE "U" BLOCK BEAM
W/2#5 STEEL CORNER BARS 60" LONG
BENT IN THE MIDDLE (2 -EA. CORNER). TYP. BOTH
LAYER OF "U" BLOCK —�
3"X3"X26 GAUGE GALV. DRIP
NAILED O 4" O.C. W/1 1/4" GALV.
ROOFING NAILS.
1"X6" P.T. FINISH FASCIA
W/1 "X3" P.T.
FELT BACKED WIRE LATH W /6"X24" SCREEN
O 96" O.C. & 2 COATS OF 5/8" STUCCO
ON SOFFIT. W/6-X24- SCREEN VENT O 72" O.C. -
FINISHED W/IMRE LATH
AND STUCCO TO
MATCH EXIST. BOTH SIDES
FIN GRADE
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2 -2X8 P.T. WD.
TOP PLAT
_ 2X8 P.T. WOOD STUD
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2X8 P.T. WD.
BASE PLAT
—SIMPSON STRONG -TIE
WEDGE ANCHOR
) OW LG. W/NUT &
WASHER O If O.C.
— 8"X12" CONC. T.B. W/6 - #5 CONT.,
4 - #3 STIRRUP 12" C.C. AT EACH
CORNER BALANCE OF T.B. STIRRUPS
AT 4' -0'" C.C. & 2 -2' -6" X 2' -6"
#5 BENT CORNERS EACH CORNER
OF T.B.
FILLED CELL COL W/1 #5
FROM FT'G TO TOP OF TIE
BEAM & W/1 #5 STEEL DOWEL
IN FT'G. 36" LONG BENT O
BOTTOM.
RING CAPACITY STAT
THIS IS TO CERTIFY, PER F.B.C. SECTION 1818.1, THAT THE NATURE OF THE SOIL.
UNDER THIS PROPOSED ADDITION, IS COMPOSED OF FIRM SAND AND LIMEROCK THAT
MEETS, OR EXCEEDS. THE ALLOWABLE SOIL BEARING CAPACITY OF 2.000 PSF.
2_ ALLOWABLE SOIL BEARING CAPACITY:
THIS IS TO CERTIFY, PER F.B.C. SECTION 1818.2, THAT THE ALLOWABLE IN -PLACE
SOIL BEARING CAPACITY OF THE BUILDING PAD, FOR THIS PROPOSED ADDITION, IS
2,000 PSF. THIS WAS DETERMINED BY RATIONAL ANALYSIS AS THE EXISTING ONE
STORY CBS HOUSE STRUCTURE HAS BEEN IN PLACE FOR OVER 30 YEARS AND IS IN
SATISFACTORY CONDITION THEREFORE, THE ALLOWABLE IN -PLACE SOIL BEARING
CAPACITY MEETS ., OR EXCEEDS, THE DESIGN SOIL BEARING CAPACITY.
3. ENGINEER LETTER:
AFTER FOUNADTION IS DUG. ENGINEER SHALL INSPECT SOIL CONDITIONS AND SUBMIT
LETTER ATTESTING THAT THE SITE HAS BEEN OBSERVED AND THE FOUNDATION
CONDITIONS ARE SIMILAR TO THOSE UPON WHICH THE DESIGN IS BASED.
TERMITE PROTECTION STATEMENT
AS PER FBC 1816.1.7: "BUILDING(S) SHALL HAVE PRE- CONSTRUCTION
TREATMENT PROTECTION AGAINST SUBTERRANEAN TERMITES IN
ACCORDANCE WITH THE RULES AND LAWS ESTABLISHED BY THE
"FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES."
A ' CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING
DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY PERFORMING
THE TREATMENT."
CLOSE IN W /8" BLOCK &
FILLED CELL COL W/11#5
FROM FT'G TO TOP OF TIE • FC
BEAM & W/1 #5 STEEL DOWEL
IN FT'G. 36" LONG BENT O
BOTTOM.
SIMPSON STRONG -TIE TRUSS STRAP
THA218, FL NO. FL474
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2 -2X8 P.T. WD.
9C COX PLYWOOD SOFFIT FASTENED TO 1'X 3" TOP PLAT
FURRING STRIPS O 24' O.C. W /8d NAILS AT 6' O.C. P.T. WOOD STUD —�
FINISHED W/W IRE LATH AND STUCCO O 12' O.0
2X8 P.T. WD.
BASE PLAT
SIMPSON STRONG -TIE —
WEDGE ANCHOR
)rOX6' LG. W/NUT &
WASHER O 12' O.C.
REMOVE EXIST.
OVERHANG
8" CONC. BLK. WALL W /MIN. #8 LADDER TYPE
HORIZONTAL O EVERY SECOND COURSE OF MASONRY.
EXTENDED INTO TIE COLUMNS MIN. 4" EA. SIDE.
PROVIDE #5 O 48" O.C. VERTICAL IN GROUTED CELLS
TYP. AND AS SHOWN ON PLAN
C THICK CONCRETE
SLAB W/ 6'X6".10 110 W.W.F.
ON 'VISOUEEN' VAPOR
BARRIER ON 6" MIN. WELL
COMPACTED FILL —�
16'X12" CONC FOOTING
W /2- #5 CONT.
MIN. CLEAR
REO'D. (TYP.)
LA EXISTING/ NEW WALL SECTION
SCALE 3/4"
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AND SIU
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EXISTING CONC. BLOCK WALL
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10/10 W.W.M. OVER EXISTING SLAB
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— FILLED CELL COL. W/1#5
FROM FT'G TO TOP OF TIE
BEAM & W/1 #5 STEEL DOWEL
IN FT'G. 36" LONG BENT O
BOTTOM.J 1
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FOUNDATION SCHEDULE
TYPE
SIZE
REINFORCING
REMARKS
MF -8
8' x B" CONE.
1 05 CM.
MONOLITHIC SLAB EDGE
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12' x 16' CONT.
2 /5 CONT.
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/3 O 8' O.C.
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ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE
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3.
ADMIXTURES ARE NOT PERMITTED WITHOUT WRITTEN APPROVAL
OF ENGINEER.
4.
(�1 TIE DN IN GROUTED FILLED
MI EA. SIDE OF WINDOWS AND
OF OPENING BETWEEN 3' & 8' WIDTH.
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E.BEDROOM 2 E.BEDROOM 4
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VERIFY ALL DIMENSIONS AT JOB SITE BEFORE PROCEEDING WITH WORK.
GENERAL NOTE: DOWELL ALL NEW STEEL INTO EXISTING CONC.
TYPICAL ALL COLUMNS AND FOUNDATIONS.
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ALL CONCRETE SHALL HAVE A 28 DAY COMPRESSIVE STRENGTH
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3.
ADMIXTURES ARE NOT PERMITTED WITHOUT WRITTEN APPROVAL
OF ENGINEER.
4.
CONCRETE MONOLITHIC FOOTINGS AND PADS SHALL NOT RECEIVE
SUPERIMPOSED LOADS UNTIL 12 HOURS OR MORE AFTER THE
CONCRETE IS PLACED.
5.
ALL REINFORCEMENT SHALL BE 60,000 PSI MINIMUM YIELD NEW
BILLET STEEL IN ACCORDANCE WITH ASTM A615 GRADE 60.
SPLICE REINFORCING BARS NOT LESS THAN 36 BAR DIAMETERS,
ABOVE AND BELOW THE JOINT AND 48" AT WALLS.
FC
6.
CONTINUITY SHALL BE PROVIDED AT CORNERS OR CHANGES IN
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DIRECTION BY BENDING THE LONGITUDINAL STEEL AROUND THE
CORNER 48 BAR DIAMETERS, OR BY ADDING MATCHING BARS
WHICH SHALL EXTEND 48 BAR DIAMETERS FROM EACH CORNER
OR CHANGE IN DIRECTION. THIS APPLICABLE TO ALL FOUNDATION
AND TIE BEAMS.
7.
CONTINUITY OF REINFORCING IN STRAIGHT RUNS SHALL BE
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PROVIDED BY LAPPING SPLICES NOT LESS THAN 48 BAR DIA.
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8.
MINIMUM CONCRETE COVER OVER REINFORCING STEEL AS FOLLOWS:
FOOTINGS. EARTH: 3' INTERIOR SLABS: 3/4"
FORMED 2" EXPOSED SLABS: 1 1/2"
COLUMNS: 1 1/2'
BEAMS: 1 1/2"
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9.
STRUCTURAL STEEL SHALL BE ASTM -A36 OR A992.
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MASONRY NOTES
FC
1.
CONCRETE BLOCK: PROVIDE CONCRETE MASONRY UNITS COMPLYING
'
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WITH MOISTURE CONTENT NOT EXCEEDING 5OX OF TOTAL ABSORTION.
MORTAR; PROVIDE MORTAR TYPE M (2500 PSI) OR S (1800PSI) IN
IN COMPLIANCE WITH "STANDARD SPECIFICATIONS FOR MORTAR
MASONRY UNITS ", ASTM C270.
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GENERAL NOTE: DOWELL ALL NEW STEEL INTO EXISTING CONC.
TYPICAL ALL COLUMNS AND FOUNDATIONS.
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No. RIPTION I DATE:
EN-MCE 7 -1 -0
I No. 0326
AD FILE: GUS
DATE: 12- 29 -03
S-1-