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<br />I 10/10 W.W. MESH REINFORCING
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<br />CONCRETE SLAB OR SYNTHETIC
<br />FIBER REINFORfSEMENT
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<br />Ne 1N FI5 NOTES -
<br />(I.) ALL WORK TO BE DONE ACCORDING TO 6th Edition (2011) FEBC (Florida Building Code)
<br />(2.) ASSUMED SOIL BEARING CAPACITY TO BE 2000 PSF. 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 />(3.) 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 28 DAYS. ALL
<br />CONCRETE SHALL BE READY MIXED" AND iN ACCORDANCE WITH A.S.T.M.
<br />SPECIFICATION C-24. 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 C6Xro 10/10 WELDED WIRE MESH.
<br />(1) 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 SIZES SHALL CONFORM TO AMERICAN
<br />LUMBER STANDARD PS 20-10.
<br />6_ MOISTURE CONTENT OF LUMBER 2" OR LESS IN THICKNESS SHALL BE IS
<br />OR LESS AT THE TiME OF INSTALLATION.
<br />(8.) TERMITE TREATING;
<br />SOIL BELOW STRUCTURE TO BE TERMITE TREATED TO A DISTANCE OF 5'-0"
<br />BEYOND THE PERIMETER LINES OF THE BUILDING.
<br />03.) ALL STEEL SHALL BE 40 KSI WITH A MINIMUM CLEAR COVER OF 3" AGAINST
<br />SOIL, AND SHALL HAVE A MINIMUM LAP OF 40 TIMES THE DIAMETER OF THE
<br />REBAR.
<br />(10.) 2"X12" HEADERS SHALL BE 2-2"XI2" LAMINATED W/ 1/2" PLYWOOD GLUED W/
<br />CONSTRUCTION ADHESIVE AND NAILED W/ 5-016D COMMONS f6" O.G. TO MEET
<br />LOADS AS INDICATED.
<br />(11.) 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.
<br />THE FOUNDATION HAS BEEN DESIGNED FOR A
<br />MINIMUM LOAD -BEARING PRESSURE OF 2000
<br />POUNDS PER SQUARE FOOT
<br />Ll5xr=ND
<br />ALL CMU WALLS CONSIDERED SHEAR WALL
<br />■ CELL POURED SOLID w/ (IT'S
<br />FROM FTG_ TO BOND BEAM
<br />* O W/CELL POURED SOLiD
<br />a 8'-0" O.C_ MAX. (STEM WALL)
<br />- - CONTROL JOINT (SAW CUT)
<br />100-00' FINISHED FLOOR ELEVATION
<br />(ASSUMED DATUM)
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<br />WINDOW OR DOOR OPENING
<br />LOCATIONS
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<br />PLAN
<br />SECTION R31S
<br />PROTECTION AGAINST TERMITES
<br />R318.1 Termite Protection. Termite protection shall be provided by registered tan Iticides, Including soil applied
<br />R318.4 Concrete bearing ledge_ Brick, atone or other veneer shall be supported by a concrete bearing ledge
<br />at least equal to the total thickness of the bridt stone or other veneer which Is poured Integrally with the
<br />pesticides, batting systems, and pesticides applied to wood, or other approved methods of termite protection
<br />labeled for use as a preventative treatment to new constructlom See Section 202, REGISTERED TErd11TICIOE.
<br />concrete foundation. No supplemental concrete foundation pours which will create a hidden cold Joint shall be
<br />Upon completion of the application of the termite protective treatment, a Certificate of Compliance shall be
<br />used without supplemental treatment In the foundatton unless there Is an approved physical barrier. An
<br />approved physical barrier shall also be installed from below the wall sill plate or first block course horizontally
<br />Issued to the building department by the licensed peat control company that contains the following
<br />statement: The building has received a complete treatment for the prevention of subterranean
<br />to embed to a mortar Joint. IF masonry veneer extends below grade, a termite protective treatment must be
<br />,
<br />termites_ Treatment is In accordance with rules and laws established by the Florida Department of Agriculture and
<br />applied to the cavity created between the veneer and the foundation, to lieu of a physical barrier.
<br />Consumer Services-
<br />Exception: veneer supported by a structural member secured to the foundation sidewall to accordance with ACI
<br />R318-IJ If soil treatment is used For subterranean termite prevention, the initial chemical Boil treatment Inside the
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<br />530/ASCE 5/17,18 402, provided at least a 6 inch (152 mm) clear inspection space of the Foundation sidewall
<br />exterior exists between the veneer and the top of any soil, sod, mulch or other organic landscaping component,
<br />foundation perimeter shall be done after all excavation, badkFilitng and compaction is complete-
<br />dedk, apron, porch, walk or any other work immediately adjacent to or adjoining the structure,
<br />R318.12 If soil treatment is used For subterranean termite prevention, soil area disturbed after Initial chemical soil
<br />treatment shall be retreated with a chemical soil treatment, including spaces boxed or formed.
<br />R3185 Protection against decay and termites. Condensate lines, Irrigation/sprinkler system risers for spray heads,
<br />and roof downspouts shall discharge at least I Foot (305 mm) away From the structure stdewall, whether by
<br />R318.13 If soil treatment to used for subterranean termite prevention, space to concrete floors boxed out or
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<br />underground piping, tall extensions or splash blocks. Gutters with downspouts are required on all buildings with
<br />eaves of less than 6 Inches (152 mm) horizontal projection except For gable and rakes or on a roof above
<br />formed for the subsequent installation of plumbing traps, drains or any other purpose shall be created by using
<br />another roof_
<br />plastic or metal permanently placed forms of sufficient depth to eliminate any planned soil disturbance after
<br />Initial chemical soil treatment
<br />R31" Preparation of building site and removal of debris.
<br />R31514 If soil treatment Is used for subterranean termite prevention, chemically treated soil shall be otected with
<br />R318b_I All building sites shall be graded to provide drainage under all portions of the building not occupied
<br />a minimum C. mil vapor retarder to protect against rainfall dilution. If rainfall occurs before vapor retarder
<br />by basements.
<br />placement, retrastment is required_ Any work, including placement or reinforcing steel, one after chemical
<br />treatment until the concrete floor is poured, shall be done In such manner as to avoid penetrating or disturbing
<br />R318b.2 The foundation and the area encompassed within i Foot (305 mm) therein shall have all vegetation,
<br />treated soil.
<br />Stumps, dead roots, cardboard, trash and Foreign material removed and the fill material shall be free of
<br />R31815 If soil treatment to used For subterranean termite prevention, concrete overpour or mortar accumulated
<br />vegetation and foreign material. The fill shall be compacted to assure adequate support of the Foundatiom
<br />along the exterior foundation perimeter shall be removed prior to exterior chemical soil treatment to enhance
<br />R318b3 After all work is completed, loose wood and debris shall be completely removed from under the
<br />vertical penetration of the chemicals.
<br />building and within I foot (305 mm) thereof_ Ali wood forma and supports shall be completely removed. This
<br />t prevention, chemical soil treatments shall also be
<br />R318-Ib If soil treatment to used for subterranean tie arm pr
<br />includes but is not limited to: wooden grade stakes forms contractions spacers, tub trap boxes plumbing
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<br />supports, bracing, shoring, Forms or other cellulose -containing material placed to any location where each
<br />applied under all exterior concrete or grade within I foot (305 mm) of the primary structure sidewalls. Also, a
<br />materials are not clearly visible and readily removable prior to completion of the work. Wood shall not be
<br />vertical chemical barrier shall be applied promptly after construction is completed, Including initial landscaping
<br />stored in contact with the ground under any building.
<br />and irrigation/sprinkler installation. Any soil disturbed after the clinical vertical barrier is applied shall be
<br />promptly retreated.
<br />R318.1 Inspection for termites. In order to provide for inspection for termite Infestation, clearance between
<br />R318-1.1 If a registered Lermiticide formulated and registered as a bait system Is used for subterranean termite
<br />1(5) wall coverings and final earth grade on the exterior of a building shall not be less than 6 Inches
<br />prevention, Section R318-1-1 through Section R31&1.6 do not applys however, a signed contract assuring the
<br />installation, maintenance and monitoring of the batting system that ie in compliance with the requirements of
<br />Exceptions:
<br />Chapter 482, Florida Statutes, shall be provided to the building official prior to the pouring of the slab, and
<br />the system must be installed prior to final building approval. If the baiting system directions for use require a
<br />L paint or decorative cementittous finlsh less than 5/8 Inch (I-IJ mm) thick adhered directly to the masonry
<br />foundation stdewalL
<br />monitoring phase prior to installation of the pesticide active ingredient, the installation of the monitoring phase
<br />2. Access or vehicle ramps which rise to the interior finish floor elevation for the width of such rams
<br />components shall be deemed to constitute installation of the system.
<br />on
<br />A
<br />R31818 If a registered termittetde formulated and Catered as a wood treatment Is used for subterranean
<br />ag registered
<br />3. 4-Inch (102 mm) inspection space above patio and garage slabs and entry areas.
<br />4_ If the patio has been soil treated for termites, the finish elevation may match the building Interior finish
<br />termite prevention, Sections R318.1.1 through R31816 do not apply. Application of the wood treatment termiticide
<br />floor elevations on masonry construction only.
<br />shall be as required by label directions for use, and must be completed prior to final building approval
<br />5. Masonry veneers constructed In accordance with Sactlon R318.4.
<br />R3182 Penetration Protective sleeves around piping penetrating concrete slab -on -grade floors shall not be
<br />R318J3 Foam plastic protection In areas where the probability of termite infestation to very heavy, as Indicated
<br />of cellulosecontatning materials. If soil treatment is wad far subterranean termite protection, the sleeve shall
<br />have a maximum wall thickness of 0.010 inch (025 mm), and be sealed within the slab using a noncorrosive
<br />to Figure R3012(6), extruded and expanded polystyrene, polytsocyanurate and other foam plastics shall not be
<br />installed on the exterior Face or under interior or exterior foundation walls or slab Foundations located below
<br />claming device to eliminate the annular space between the pipe and the sleave. No termittcides shall be
<br />grade. The clearance between foam plastics installed above grade and exposed earth shall ba at least 6
<br />applied inside the sleeve.
<br />inches (152 mm).
<br />R3183 Cleaning_ Cells and cavities to masonry units and air gaps between brick, stone or masonry veneers and the
<br />Exceptions:
<br />structure shall be cleaned of all nonpreservative-treated or nonnaturally durable wood, or other
<br />1. Buildings where the structural members of walls, floors, callings and roofs are entirely of noncombustible
<br />cellulose -containing material prior to concrete placement.
<br />materials or pressure -preservative -treated wood.
<br />Exception: Inorganic material manufactured for closing cells in Foundation concrete masonry ant construction or
<br />t 9 ng onry
<br />2. When In addition to the requirements of Section R318.1, an approved method of protecting the foam
<br />plastic and structure From subterranean termite damage is used
<br />clean earth fill placed In concrete masonry unit voids below slab level before termite treatment Is performed
<br />3. On the interior side of basement walls.
<br />SECTION 1907
<br />MINIMUM SLAB PROVISIONS
<br />1907.1 General. The thickness of concrete floor slabs supported directly on the ground shall not be less
<br />than 3 1/2 inches (89 mm). A 6-mil (0.006 inch; 0.15 mm) polyethylene vapor retarder with joints lopped not
<br />less than 6 inches (152 mm) shall be placed between the base course or subgrade 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 retarder 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 on 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 flatwork which will not be enclosed at a later date.
<br />5. Where approved based on local site conditions.
<br />ELACTR I C,4L NOTES
<br />ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO ALL APPLICABLE CODES SUCH AS THE NATIONAL
<br />ELECTRICAL CODE 2014, LOCAL ORDINANCES AND POWER COMPANY REGULATIONS.
<br />SUBCONTRACTOR SHALL BE LICENSED, CARRYALL APPLICABLE.INSURANCE, AND HAVE A CURRENT COUNTY
<br />OCCUPATIONAL LICENSE. AS ALLOWED, CONNECT ADDITIONAL ELECTRICAL TO EXISTING CIRCUITS_
<br />SUBCONTRACTORS SHALL INCLUDE ALL SPECIAL FEES AND PERMITS,. LABOR AND MATERIAL, EQUIPMENT AND
<br />ELECTRICAL ENGINEERING NECESSARY TO PROVIDE AN APPROVED WORKING SYSTEM. LIGHT FIXTURES EXCLUDED
<br />EXCEPT FOR FLUORESCENT FIXTURES AND RECESSED LIGHTS.
<br />CONCRETE -ENCASED ELECTRODE. AN ELECTRODE ENCASED BY AT LEAST 2" OF CONCRETE, LOCATED WiTHIN
<br />AND NEAR THE BOTTOM OF THE CONCRETE FOUNDATION OR FOOTING THAT IS IN DIRECT CONTACT WITH THE
<br />EARTH, CONSISTING OF AT LEAST 20 FT_ OF ONE OR MORE BARE OR ZINC GALVANIZED OR OTHER ELECTRICITY
<br />CONDUCTIVE COATED STEEL REINFORCING BARS OR RODS OF NOT LESS THAN 1/2 INCH DIAMETER, OR CONSISTING
<br />OF AT LEAST 20 FEET OF BARE COPPER CONDUCTOR NOT SMALLER THAN 4 AWG. REINFORCING BARS SHALL BE
<br />PERMITTED TO BE BONDED TOGETHER BY THE USUAL STEEL TIE WIRES OR OTHER EFFECTIVE MEANS."
<br />210.12 ARC -FAULT CIRCUIT -INTERRUPTER PROTECTION_
<br />(A) DEFINITION: ARC -FAULT CIRCUIT INTERRUPTER (AFCi). A DEVICE INTENDED TO PROVIDE PROTECTION FROM
<br />THE EFFECTS OF ARC FAULTS BY RECOGNIZING CHARACTERISTICS UNIQUE TO ARCING AND BY FUNCTIONING TO
<br />DE -ENERGIZE THE CIRCUIT WHEN AN ARC FAULT IS DETECTED.
<br />(B) DWELLING UNITS. ALL 120-VOLT, SINGLE PHASE, 15- AND 20-AMPERE BRANCH CIRCUITS SUPPLYING OUTLETS
<br />INSTALLED IN DWELLING UNIT FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS,
<br />BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, AND OTHER SPECIFIED ROOMS OR AREAS
<br />SHALL BE
<br />PROTECTED BY A LISTED ARC -FAULT CIRCUIT INTERRUPTER, COMBINATION -TYPE, INSTALLED TO PROVIDE
<br />PROTECTION OF THE BRANCH CIRCUIT_
<br />CARBON MONOXIDE ALARMS
<br />R315.1 CARBON MONOXIDE PROTECTION. EVERY SEPARATE BUILDING OR AN ADDITION TO AN EXISTING BUILDING FOR
<br />WHICH A PERMIT FOR NEW CONSTRUCTION IS ISSUED AND HAVING A FOSSIL -FUEL -BURNING HEATER OR APPLIANCE, A
<br />FIREPLACE, AN ATTACHED GARAGE, OR OTHER FEATURE, FIXTURE, OR ELEMENT THAT EMITS CARBON MONOXIDE AS A
<br />BYPRODUCT OF COMBUSTION SHALL HAVE AN OPERATIONAL CARBON MONOXIDE ALARM INSTALLED WITHIN 10 FEET
<br />(3048 mm) OF EACH ROOM USED FOR SLEEPING PURPOSES_
<br />EXCEPTION: THIS SECTION SHALL NOT APPLY TO EXISTING BUILDINGS THAT ARE UNDERGOING ALTERATIONS OR
<br />REPAIR UNLESS THE ALTERATION IS AN ADDITION AS DEFINED IN SECTION R315.13.
<br />R315.1.1 CARBON MONOXIDE ALARM. THE REQUIREMENTS OF SECTION R315.1 SHALL BE SATISFIED BY PROVIDING FOR
<br />ONE OF THE FOLLOWING ALARM INSTALLATIONS:
<br />(1) A HARD -WIRED CARBON MONOXIDE ALARM.
<br />(2) A BATTERY -POWERED CARBON MONOXIDE ALARM_
<br />(3) AHARD-WIRED COMBINATION CARBON MONOXIDE AND SMOKE ALARM.
<br />(4) A BATTERY -POWERED COMBINATION CARBON MONOXIDE AND SMOKE ALARM.
<br />R315.1.2 COMBINATION ALARMS. COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE LISTED AND LABELED
<br />BY A NATIONALLY RECOGNIZED TESTING LABORATORY.
<br />R315.13 ADDITION SHALL MEAN: AN EXTENSION OR INCREASE IN FLOOR AREA, NUMBER OF STORIES OR HEIGHT OF A
<br />BUILDING OR STRUCTURE
<br />INTERIOR ELECTR i C,4L OUTLET LOC4T i ONS
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<br />KITCHEN COUNTER, REFRIG.,
<br />° WASHER AND GARAGE OUTLETS
<br />DUPLEX OUTLET AT
<br />VANITY COUNTER
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