07-69R-006WD. TRUSSES 0 24" O.C. ANCHOR ON EA. ONE
BOTH ENDS W /HURRICANE APPROVED GALV. ANCHOR SIMPSON STRONG -TRUSS ANCHOR
EMBEDDED INTO 8 "X 8" CONCRETE "U' BLOCK BEAM META22, FL NO. FL1901
W/2#5 STEEL CORNER BARS 60" LONG
BENT IN THE MIDDLE (2 -EA. CORNER). TYP. BOTH
LAYER OF "U" BLOCK
SOIL BEARING CAPACITY STATEMENT
1. DESIGN SOIL BEARING CAPACITY:
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. ALLOWASI F 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."
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GENERAL NOTE: DOWELL ALL NEW STEEL INTO EXISTING CONC.
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REINFORCED CONCRETE NOTES
1. ALL CONCRETE SHALL HAVE A 28 DAY COMPRESSIVE STRENGTH
OF 3,000psi. GROUT CONCRETE FOR FILLING BLOCK CELLS SHALL
HAVE S SLUMP OF 9 ", PLUS OR MINUS 1'.
2. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE
"SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS ",
(ACI 318 -95).
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.
6. CONTINUITY SHALL BE PROVIDED AT CORNERS OR CHANGES IN
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
PROVIDED BY LAPPING SPLICES NOT LESS THAN 48 BAR DUI.
8. MINIMUM CONCRETE COVER OVER REINFORCING STEEL AS FOLLOWS:
FOOTINGS. EARTH:
COLUMNS: 3" INTERIOR SLABS: 3/4"
BEAMS: FORMED 2" EXPOSED SLABS: 1 1/2"
9. STRUCTURAL +�/P*IIALL BE ASTM -A36 OR A992.
MASONRY NOTES
1. CONCRETE BLOCK: PROVIDE CONCRETE MASONRY UNITS COMPLYING
WITH MOISTURE CONTENT NOT EXCEEDING 50% OF TOTAL ABSORTION.
2. 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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