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<br />ENGINEER'S 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.TM.
<br />SPECIFICATION C-94. ALL CONCRETE MODULAR UNITS SHALL HAVE A
<br />COMPRESSIVE STRENGTH OF IWO PSI WITH TYPE M OR S MORTAR, 2000 PSI.
<br />(6J 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 />CI.) 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 />(S.) 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"XI2" HEADERS SHALL BE 2-2"XI2" LAMINATED W/ 1/2" PLYWOOD GLUED W/
<br />CONSTRUCTION ADHESIVE AND NAILED W/ 5-0160 COMMONS 16" O.G. TO MEET
<br />LOADS AS INDICATED.
<br />(IIJ 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 />11 LEGEND
<br />- - CONTROL JOINT (SAW CUT)
<br />10000' FINISHED FLOOR ELEVATION
<br />(ASSUMED DATUM)
<br />• TIE MAX BOLTS a 6'-0" O.G. t
<br />12" FROM ANY CORNER
<br />WINDOW OR DOOR OPENING
<br />LOCATIONS
<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 lapped not
<br />less than 6 inches (152 mm) shall be placed between the base course or subgrode 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 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 flatwork which will not be enclosed at a later date.
<br />5. Where approved based on local site conditions.
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<br />PLAN 0 21 4' I I IELEGTR I GAL PLAN
<br />INTERIOR ELECTRICAL OUTLET LOCATIONS
<br />PADDLE FAN SWITCH
<br />(LOCATE OVER FAN
<br />LIGHT SWITCH)
<br />LIGHT SWITCH
<br />DUPLEX OUTLET AT
<br />KITCHEN COUNTER, REFRIG.,
<br />WASHER AND GARAGE OUTLETS
<br />DUPLEX OUTLET AT
<br />' e VANITY COUNTER
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<br />CEILING LIGHT
<br />{R} RECESSED CAN LIGHT
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<br />6 220V OUTLET
<br />110V GF.I. OUTLET
<br />SWITCHED DUPLEX REC.
<br />® OUTLET (HWH, AH, ETC.)
<br />SINGLE POLE SWITCH
<br />THREE WAY LIGHT SWITCH
<br />vy GARAGE DOOR OPENER
<br />200 AMP. PANEL
<br />%r-------- SHOP FLUORESCENT
<br />- - - - - - - - LIGHT
<br />2'X 4' FLUORESCENT
<br />LIGHT
<br />_-Q_- TRACK LIGHTING
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<br />BEAUTY BAR LIGHT
<br />BRACE 4
<br />PRE -WIRE
<br />FOR FAN
<br />® TELEVISION PRE -WIRE
<br />Q TELEPHONE PRE -WIRE
<br />Q
<br />SMOKE ALARM
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<br />CARBON MONOXIDE
<br />DETECTOR
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<br />FLOOD LIGHT
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<br />DOOR BELL CHIME
<br />ELECTRICAL WIRING
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<br />FAN
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<br />LIGHT/EX. FAN
<br />ALL ELECTRICAL SWITCHES,
<br />OUTLETS, ETC. TO BE MOUNTED
<br />ABOVE THE BASE FLOOD
<br />ELEVATION. (SEE SITE PLAN
<br />FOR BASE ELEVATION)
<br />ELECTRICAL NOTES
<br />ALL WORKMANSHIP AND MATERIALS SHALL CONFO M TO ALL APPLICABLE CODES SUCH AS THE NATIONAL
<br />ELECTRICAL CODE 2011, LOCAL ORDINANCES AND POWER COMPANY REGULATIONS.
<br />SUBCONTRACTOR SHALL BE LICENSED, CARRY ALL 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 AUG. 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-ENER31ZE THE CIRCUIT WHEN AN ARC FAULT 18 DETECTED.
<br />(B) DWELLING UNITS. ALL 120-VOLT, SINGLE PHASE, IS- 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 NAVE 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 />R315.12 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
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