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<br />9'-2 1/2"
<br />-411
<br />11'-4 1/2"
<br />9EN
<br />28'-4 1/4"
<br />THE BUILDER SHALL VERIFY THAT THE
<br />FOUNDATION BEARING SOIL HAS A
<br />MINIMUM LOAD CARRYING CAPACITY OF
<br />2000 POUNDS PER SQUARE FOOT. IF A
<br />LESS SOIL BEARING CAPACITY EXISTS,
<br />OBTAIN THE ENGINEER'S RESPONSE
<br />BEFORE POURING FOUNDATION FOOTING,
<br />AS FOUNDATION REVISIONS WILL BE
<br />REQUIRED .
<br />RISER
<br />4"
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<br />16'-3" LI1_4"
<br />3'x3'x 12" DEEP, 3000 P.S.I,
<br />CONCRETE THICKENED SLAB
<br />FOOTING w/5 REBAR EACH WAY
<br />* 12" O.C.
<br />,.-; I I IFOUNDAT ION.
<br />1816. 1 Termite protection.
<br />Termite protection shall be provided by registered
<br />termiticides, including soil applied pesticides,
<br />baiting systems, and pesticides applied to wood, or
<br />other approved methods of termite protection labeled
<br />for use as a preventative treatment to new
<br />construction, See Section 202, Registered Termiticide.
<br />Upon completion of the application of the termite
<br />protective treatment, a certificate of compliance
<br />shall be issued to the building department by the
<br />licensed pest control company that contains the
<br />following statement: "The building has received a
<br />complete treatment for the prevention of subterranean
<br />termites. Treatment is in accordance with rules and
<br />laws established by the Florida Department of
<br />Agriculture and Consumer Services."
<br />1816. 1. 1
<br />If soil treatment is used for subterranean termite
<br />prevention, the initial chemical soil treatment
<br />inside the foundation perimeter shall be done after
<br />all excavation, bockfilling and compaction is
<br />complete.
<br />1816. 1. 2
<br />If soil treatment is used for subterranean termite
<br />prevention, soil area disturbed after initial
<br />chemical soil treatment shall be retreated with a
<br />chemical soil treatment, including spaces boxed or
<br />formed.
<br />1816. 1. 3
<br />If soil treatment is used for subterranean termite
<br />prevention, space in concrete floors boxed out or
<br />formed for the subsequent installation of plumbing
<br />traps, drains or any other purpose shall be created
<br />by using plastic or metal permanently placed forms of
<br />sufficient depth to eliminate any planned soil
<br />disturbance after initial chemical soil treatment,
<br />1816. 1. 4
<br />If soil treatment is used for subterranean termite
<br />prevention, chemically treated soil shall be
<br />protected with a minimum 6 millimeter vapor retarder
<br />to protect against rainfall dilution. If rainfall
<br />occurs before vapor retarder placement, retreatment
<br />is required. Any work, including placement of
<br />reinforcing steel, done of ter chemical treatment
<br />until the concrete floor is poured, sholI be done in
<br />such manner as to avoid penetrating or disturbing
<br />treated soil.
<br />31x31x 12" DEEP, 3000 P.S.I.
<br />CONCRETE THICKENED SLAB
<br />FOOTING w/5 REBAR EACH WAY
<br />0 12" O.C.
<br />PLAN
<br />1816. 1. 5
<br />If soil treatment is used for subterranean termite
<br />prevention, concrete overpour or mortar accumulated
<br />along the exterior foundation perimeter shall be
<br />removed prior to exterior chemical soil treatment, tc
<br />enhance vertical penetration of the chemicals.
<br />1816. 1, 6
<br />If soil treatment is used for subterranean termite
<br />prevention, chemical soil treatments shall also be
<br />applied under all exterior concrete or grade within 1
<br />foot (305 mm) of the primary structure sidewalls.
<br />Also, a vertical chemical barrier shall be applied
<br />promptly after construction is completed, including
<br />initial landscaping and irrigation/sprinkler
<br />installation. Any soil disturbed after the chemical
<br />vertical barrier is applied shall be promptly
<br />retreated.
<br />1816. 1. 7
<br />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
<br />installation, maintenance and monitoring of the
<br />baiting system for a minimum of five years from the
<br />issue of the certificate of occupancy shall be
<br />provided to the building official prior to the
<br />pouring of the slab, and the system must be installed
<br />prior to final building approval. If the baiting
<br />system directions for use require a monitoring phase
<br />prior to installation of the pesticide active
<br />ingredient, the installation of the monitoring phase
<br />components shall be deemed to constitute installation
<br />of the system.
<br />1816. 1. 8
<br />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. 6 do not
<br />apply. Application of the wood treatment termiticide
<br />shall be as required by label directions for use, and
<br />must be completed prior to final building approval.
<br />1816.2 Penetration.
<br />Protective sleeves around metallic piping penetrating
<br />concrete slab -on -grade floors shall not be of
<br />cellulose -containing materials and, if soil treatment
<br />is used for subterranean termite protection, shall
<br />receive application of a termiticide in annular space
<br />between sleeve and pipe.
<br />50' - II 1/2 "
<br />EN INEEIR'S NOTES
<br />0.) ALL WORK TO BE DONE ACCORDING TO 2004 FLORIDA BUILDING CODES
<br />WITH 2005, 2006 t 2001 SUPPLEMENTS.
<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 />U
<br />CONCRETE SHALL BE READY MIXED" AND IN ACCORDANCE WITH A.671.
<br />SPECIFICATION C-S4. ALL CONCRETE MODULAR UNITS SHALL HAVE A
<br />COMPRESSIVE STRENGTH OF IWO PSI WITH TYPE M OR S MORTAR, 2000 PSI.
<br />0
<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 />p,
<br />(I.) LUMBER
<br />1. STORE LUMBER OFF GROUND. KEEP WELL VENTILATED AND COVERED.
<br />0a�
<br />2. CURRENT EDITION, ASSOCIATION GRADING RULES GOVERN.
<br />3. ALL LUMBER SHALL BEAR GRADE MARK OF AN ASIC BOARD OF REVIEW
<br />0
<br />AGENCY.
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<br />4. ANY SPECIES ALLOWED UNLESS OTHERWISE NOTED.
<br />5. SIZES ARE NOMINAL. ACTUAL SIZES SHALL CONFORM TO AMERICAN
<br />N
<br />LUMBER STANDARD PS 20- 10.
<br />C
<br />6. MOISTURE CONTENT OF LUMBER 2" OR LESS IN THICKNESS SHALL BE 19
<br />0
<br />OR LESS AT THE TIME OF INSTALLATION.
<br />U
<br />(8.) TERMITE TREATING :
<br />0
<br />SOIL BELOW STRUCTURE TO BE TERMITE TREATED TO A DISTANCE OF 5'-0"
<br />0
<br />BEYOND THE PERIMETER LINES OF THE BUILDING.
<br />CN
<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 />_
<br />0
<br />(10.) 2"X12" HEADERS SHALL BE 2-2"X12" LAMINATED W/ 1/2" PLYWOOD GLUED W/
<br />>_
<br />CONSTRUCTION ADHESIVE AND NAILED W/ 5-0160 COMMONS 16" O.C. TO MEET
<br />IL
<br />LOADS AS INDICATED.
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<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.
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<br />PROJECT NO.
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<br />DWG NO.
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