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<br />MESH REINFORCING REQUIRED
<br />TIHROUGHOUT THE CONCRETE SLAB
<br />OR SYNTHETIC FIBER
<br />REINFORCEMENT PER SECTION 1910.2
<br />2001 FLORIDA BUILDING CODE
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<br />SECTION 1910
<br />MINIMUM SLAB PROVISIONS
<br />1910.1 General. The thickness of concrete floor slabs supported directly on the ground shall not be less
<br />than 31/2 inches (89 mm). A 6-mil (0.006 inch; 0.15 mm) polyethylene vapor retarded with joints lapped not
<br />less than 6 inches (152 mm) shall be placed between the base course or sub grade and the concrete floor
<br />slab, or other approved equivalent methods or materials shall be used to retard vapor transmission through
<br />the floor slab.
<br />Exception: A vapor retarded is not required:
<br />1. For detached structures accessory to occupancies in Group R-3, such as garages, utility buildings or
<br />other unheated facilities.
<br />2. For unheated storage rooms having an area of less than 70 square feet (6.5 m2) and carports attached to
<br />occupancies in Group R-3.
<br />3, For buildings of other occupancies where migration of moisture through the slab from below will not be
<br />detrimental to the intended occupancy of the building.
<br />4. For driveways, walks, patios and other flat work which will not be enclosed at a later date.
<br />5. Where approved based on local site conditions.
<br />1910.2 Joints. Concrete slabs on ground shall be provided with joints in accordance with ACI 224.3R or
<br />other approved methods. Joints shall be designed by an architect or engineer.
<br />Exception: Joints are not required in unreinforced plain concrete slabs on ground or in slabs for one- and
<br />two-family dwellings complying with one of the following:
<br />1. Concrete slobs on ground containing synthetic fiber reinforcement. Fiber lengths and dosage amounts
<br />shall comply with one of the following
<br />(a) Fiber lengths shall be 1/2 inch to 2 inches (13 to 51 mm) in length. Dosage amounts shall be from 0.75
<br />to 1.5 pounds per cubic yard (0.45 to 0.89 kg/m3) in accordance with the manufacturer's recommendations.
<br />Synthetic fibers shall comply with ASTM C 1116. The manufacturer or supplier shall provide certification of
<br />compliance with ASTM C 1116 when requested by the building official; or,
<br />(b) Fiber length shall be from 1/2 inch to 2 inches (13 mm to 51 mm) in length, monofiloment or fabricated.
<br />Dosage amounts shall be from 0.5 to 1.5 pounds per cubic yard (0.30 to 0.89 kg/m3) to achieve minimum 40
<br />percent reduction of plastic shrinkage cracking of concrete versus a control mix in accordance with ICBO
<br />AC32. Independent test results using minimum (6) test specimens shall be provided to the building official
<br />showing compliance with ICBO A32. Synthetic fiber shall comply with ASTM C 1116, Paragraph 4.1.3, Type III.
<br />The manufacturer or supplier shall provide certification of compliance with ASTM C 1116 when requested by
<br />building official.
<br />2. Concrete slabs on ground containing 6 x 6 W1.4 x W1.4 welded wire reinforcement fabric located in the
<br />middle to the upper one-third of the slab. Welded wire reinforcement fabric shall be supported with
<br />approved materials or supports at spacings not to exceed 3 feet (914 mm) or in accordance with the
<br />manufacturer's specifications. Welded plain wire reinforcement fabric for concrete shall conform to ASTM A
<br />185, Standard Specification for Steel Welded Wire Reinforcement Fabric, Plain, for Concrete Reinforcement.
<br />P ��R�I AID
<br />ALL CMU WALLS CONSIDERED SHEAR WALL
<br />■ CELL POURED SOLID w/ (1)*5
<br />FROM FTG. TO BOND BEAM
<br />- • CONTROL JOINT (SAW GUT)
<br />100.00, FINISHED FLOOR ELEVATION
<br />(ASSUMED DATUM)
<br />Y TIE MAX BOLTS a 6'-O" O.G. 8
<br />12" FROM ANY CORNER
<br />B WINDOW OR DOOR OPENING
<br />LOCATIONS
<br />THE BUILDER SHALL VERIFY THAT THE
<br />FOUNDATION BEARING SOIL HAS A
<br />MINIMUM LOAD CARRYING CAPACITY OF
<br />2,000 POUNDS PER SQUARE FOOT. IF A
<br />LESS 501L BEARING CAPACITY EXISTS,
<br />OBTAIN THE ENGINEER'S RESPONSE
<br />BEFORE POURING FOUNDATION FOOTING,
<br />AS FOUNDATION REVISIONS WILL BE
<br />REQUIRED .
<br />SECTION 1816
<br />TERMITE PROTECTION
<br />1816.1 Termite protection. Termite protection shall be provided
<br />by registered termiticides, including soil -applied pesticides,
<br />baiting systems and pesticides applied to wood, or other
<br />approved methods OF termite protection labeled for use as a preventative
<br />treatment to new construction. See Section 202, Registered
<br />Termiticide. Upon completion of the application of the
<br />termite protective treatment, a certificate of compliance shall
<br />be issued to the building department by the licensed pest control
<br />company that contains the following statement: "The
<br />building has received a complete treatment For the prevention
<br />OF subterranean termites. Treatment is in accordance with rules
<br />and laws established by the Florida Department OF Agriculture
<br />and Consumer Services."
<br />IS16.1.1 IF soil treatment is used for subterranean termite
<br />prevention, the initial chemical soil treatment inside the
<br />Foundation perimeter shall be done after all excavation,
<br />backfilling and compaction is complete.
<br />I81(o.1.2 IF soil treatment is used for subterranean termite
<br />prevention, soil area disturbed after initial chemical soil
<br />treatment shall be retreated with a chemical soil treatment,
<br />including spaces boxed or formed.
<br />1816.1.3 IF soil treatment is used For subterranean termite
<br />prevention, space in concrete floors boxed out or Formed for
<br />the subsequent installation of plumbing traps, drains Or any
<br />other purpose shall be created by using plastic or metal permanently
<br />placed Forms or sufficient depth to eliminate any
<br />planned soil disturbance after initial chemical soil treatment.
<br />1816.1.4 IF soil treatment is used for subterranean termite
<br />prevention, chemically treated soil shall be protected with a
<br />minimum 6 millimeter vapor retarder to protect against
<br />rainfall dilution. IF rainfall occurs before vapor retarder
<br />placement, retreatment is required. Any work, Including
<br />placement of reinforcing steel, done after chemical treatment
<br />until the concrete Floor is poured, sha I I be done in such
<br />manner as to avoid penetrating or disturbing treated soil.
<br />1816.1.5 IF soil treatment is used For subterranean termite
<br />prevention, concrete overpour or mortar accumulated along
<br />the exterior Foundation perimeter shall be removed prior to
<br />exterior chemical soil treatment to enhance vertical penetration or the
<br />chem I ca 19,
<br />1816.1,6 If soil treatment is used For subterranean termite
<br />prevention, chemical soil treatments shall also be applied
<br />under all exterior concrete or grade within i foot (3O5 mm)
<br />of the primary structure sidewalls. Also, a vertical chemical
<br />barrier shall be applied promptly after construction is completed,
<br />including initial landscaping and irrigation/sprinkler
<br />installation. Any soil disturbed after the chemical vertical
<br />barrier is applied shall be promptly retreated.
<br />1816.1.7 if a registered termiticide Formulated and registered
<br />as a bait system is used For subterranean termite
<br />prevention, Sections 1816.1.1 through 1816.1.6 do not
<br />apply± however, a signed contract assuring the installation,
<br />maintenance and monitoring OF the baiting system for a
<br />minimum of 5 years from the issue of the certificate of occupancy
<br />shall be provided to the building official prior to the
<br />pouring OF the slab, and the system must be installed prior to
<br />Final building approval. if the baiting system directions for
<br />use require a monitoring phase prior to installation or the
<br />pesticide active ingredient, the installation of the monitoring
<br />phase components shall be deemed to constitute installation
<br />of the system.
<br />1816.lb IF a registered termiticide Formulated and registered
<br />as a wood treatment is used for subterranean termite
<br />prevention, Sections 1816.1.1 through 1816.1.E do not
<br />apply. Application of the wood -treatment termiticide shall
<br />be as required by label directions For use, and must be completed
<br />prior to Final building approval, Changes in framing
<br />or additions to Framing in areas OF the structure requiring
<br />treatment that occur after the initialwood treatment must be
<br />treated prior to final building approval.
<br />1816.2 Penetration. Protective sleeves around piping penetrating
<br />concrete slab -on -grade floors shall not be OF cellulose -containing materials. IF
<br />soil treatment is used forsubterranean termite protection, the sleeve shall have a
<br />maximumwall thickness of 0.010 inch (0.254 mm), and be sealed within the slab using
<br />a non -corrosive clamping device to eliminate the annular space between the
<br />Pipe and the sleeve. No
<br />termiticides shall be applied inside the sleeve.
<br />ENGINEEFZ5 MOTE &
<br />(1.) ALL WORK TO BE DONE ACCORDING TO 2010 FLORIDA BUILDING CODES
<br />(2.) ASSUMED SOIL BEARING CAPACITY TO BE 2000 105F. SOIL CAPACITY TO BE
<br />VERIFIED BY CONTRACTOR PRIOR TO CONSTRUCTION. INFORM ENGINEER OF
<br />VARIATIONS. FOOTINGS TO BE EXCAVATED TO CLEAN SOIL, FREE OF VEGETATION
<br />AND DELETERIOUS MATTER, CONCRETE SHALL BE PLACED ON AN UNDISTURBED
<br />BASE.
<br />(3J IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE ERECTION
<br />PROCEDURE AND SEQUENCE TO INSURE THE SAFETY OF THE BUILDING AND ITS
<br />COMPONENT PARTS DURING ERECTION. THIS INCLUDES, BUT IS NOT LIMITED TO, THE
<br />ADDITION OF WHATEVER TEMPORARY BRACING, GUYS, OR TIE DOWNS THAT MAY
<br />BE NECESSARY. SUCH MATERIAL SHALL BE REMOVED AND SHALL REMAIN THE
<br />PROPERTY OF THE CONTRACTOR AFTER COMPLETION OF THE PROJECT.
<br />(4.) ALL DIMENSIONS AND ELEVATIONS SHOWN ON THE STRUCTURAL DRAWINGS
<br />SHALL BE VERIFIED AND SHALL CONFORM TO THE ARCHITECTURAL DRAWINGS.
<br />(5.) CONCRETE
<br />MINIMUM COMPRESSIVE CONCRETE STRENGTH TO BE 3000 PSI IN 26 DAYS. ALL
<br />CONCRETE SHALL BE READY MIXED" AND IN ACCORDANCE WITH A.S.T.M.
<br />SPECIFICATION C-94. ALL CONCRETE MODULAR UNITS SHALL HAVE A
<br />COMPRESSIVE STRENGTH OF 1900 PSI WITH TYPE M OR S MORTAR, 2000 PSI.
<br />(6.) SLAB ON FILL
<br />INTERIOR CONCRETE SLABS POURED ON FILL TO BE POURED OVER WATERPROOF
<br />MEMBRANES. ALL SLABS TO BE REINFORCED WITH 6X6 10/10 WELDED WIRE MESH.
<br />(IJ LUMBER
<br />1. STORE LUMBER OFF GROUND. KEEP WELL VENTILATED AND COVERED.
<br />2. CURRENT EDITION, ASSOCIATION GRADING RULES GOVERN,
<br />3, ALL LUMBER SHALL BEAR GRADE MARK OF AN ASIC BOARD OF REVIEW
<br />AGENCY.
<br />4. ANY SPECIES ALLOWED UNLESS OTHERWISE NOTED.
<br />5, SIZES ARE NOMINAL. ACTUAL 51ZE5 SHALL CONFORM TO AMERICAN
<br />LUMBER STANDARD P5 20-70.
<br />ro. M015TURE CONTENT OF LUMBER 2" OR LESS IN THICKNESS SHALL BE 19
<br />OR LESS AT THE TIME OF INSTALLATION.
<br />(8.) TERMITE TREATING
<br />SOIL BELOW STRUCTURE TO BE TERMITE TREATED TO A DISTANCE OF
<br />BEYOND THE PERIMETER LINES OF THE BUILDING.
<br />(9d ALL STEEL SHALL BE 40 K51 WITH A MINIMUM CLEAR COVER OF 3" AGAINST
<br />SOIL, AND SHALL HAVE A MINIMUM LAP OF 40 TIMES THE DIAMETER OF THE
<br />RE BAR,
<br />(10.) 2"X12" HEADERS SHALL BE 2-2"X12" LAMINATED W/ 1/2" PLYWOOD GLUED W/
<br />CONSTRUCTION ADHESIVE AND NAILED W/ 5-016D COMMONS 16" O.G. TO MEET
<br />LOADS AS INDICATED.
<br />(I1.) ALL FASTENERS SHALL COMPLY WITH THE DESIGN LOADS.
<br />(12.) CONTRACTOR SHALL HAVE MANUFACTURERS SPECIFICATIONS (CUT SHEETS)
<br />ON SITE AT THE TIME OF INSPECTION, FOR REVIEW BY THE BUILDING INSPECTOR,
<br />TO MEET LOADS AS INDICATED.
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