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IN 9
<br />II'-1 3/16"
<br />49'-2 3/8"
<br />28'-C"
<br />s'-0"
<br />I-i-I-1 I-1-1-1
<br />L- J L- J L J L T I
<br />7 8" BELL FTC. 12"A2" CMCOLU-N
<br />24"x24"'x 12" DEEP, 30M P.S.I. (TYP. 6 PLJ
<br />w/ (1) e5 CONT. CONCRETE THICKENED SLAB
<br />FOOTING w/5 REBAR EACH WAY I A
<br />w 12" O.G. (TYP. 4 PL) I ,
<br />I �
<br />r
<br />IN 4" CONCRETE w/6 "X 6 "X 10/10 r -1
<br />0 I W.W. MESH REINFORCING I ■ I 0
<br />a> REQUIRED THROUGHOUT THE S
<br />CONCRETE SLAB L J
<br />f-
<br />L-��
<br />24"x 18"x 12" DEEP, 3000 PAL
<br />CONCRETE THICKENED SLAB W A
<br />FOOTNG w/e5 REBAR EACH WAY m I �-
<br />w 12" O.G. (TYP. 2 PL) to 3
<br />th
<br />I 05X 12" REBAR
<br />A 48" O.C. (TYP.)
<br />9'-1 3/16"
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<br />Ir-r - - - - - - - - - - - - - - - - - - - - - - - - - - - - II
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<br />L J I 3-1/2" CONCRETE w/6"X 6"X
<br />I 10/10 W.W. MESH REINFORCING I I I I I I I I
<br />REQUIRED THROUGHOUT THE I I I I I I I I
<br />CONCRETE SLAB OR SYNTHETIC E X I S T I N G P O R C H
<br />FIBER REINFORCEMENT I I I I I I I
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<br />" I I IFOUNDAT ION PLAN
<br />LeGENa �
<br />■ CELL POURED SOLID w/ (1)05
<br />FROM FTG. TO BOND BEAM
<br />050 W/CELL POURED SOLID
<br />e 8'-0" O.G. MAX. (STEM WALL)
<br />10000' FINISHED FLOOR ELEVATION
<br />IV (ASSUMED DATUM)
<br />THE FOUNDATION HAS BEEN DESIGNED FOR A
<br />MINIMUM LOAD -BEARING PRESSURE OF 2000
<br />POUNDS PER SQUARE FOOT
<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 subgrade and the concrete floor
<br />slob, 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 />SECTION 1018
<br />PROTECTION AGAINST TERMITES
<br />R318J Termite Protection. Termite protection shell be provided by regtsLim termlticldes, Including son applied
<br />pestIcldns, betting systems, and pesticides applied to wood, or olhr approved methods of tend pis rotection
<br />labeled for use as a preventative treatment to new construction. See Section 202,111MUSTERM TMWiITICIDE.
<br />lion completion or the appllcatlon of the termite protective treatment, a certificate of Compliance shell be
<br />Issued to the building department bg the licensed pest control company that contafs the following
<br />statement: , The building foes received a complete treatment for the prevention of subterranean
<br />termites. Treatment Is In accordance with rules and laws established by the Florida Department of Agriculture and
<br />Consuamer 8ervlus.,
<br />R31811 If soil treatment Is used for subterranean termite prevention, the Initial ci--- lea[ soil treatment Inside the
<br />foundation perimeter shell be doe after all excavation, backfillirg and compaction Is completa
<br />11111318J2 If Boll treatment Is used for subterranean termite prevention, soil area disturbed after Initial denlcal soil
<br />treatment shall be retreated with a chemical soil tro fitment, Including speeds boxed or formed
<br />R318J3 If eoll treatment Is used for subterranean termite prevention, space In concrete floors boxed out or
<br />formed for the subsequent Installation of plumbing trope, craft or any otter purpose shall be created by wining
<br />plastic or metal permanrttly placed forms or sufficient depth to eliminate any planned sou disturbance after
<br />Initial dvemlcal stall treatment.
<br />R31WA If soft treatment to used for subterranean termite prevention, chemically treated son *hall be oteeted with
<br />A
<br />minlmun 6 mil vapor retarder to protect agafmst rainfalldilutbn If rainfall occurs before vapor retarder
<br />Placement, r-treatment a required Any work Including placement of reinforcing steel, ore after demleel
<br />treatment until the concrete floor Is poured, shall be done in such manner as to avoid penetrating or disturbing
<br />treated soli
<br />111316115 If soil treatment Is used for subterranean termite preventton, concrete overpour or mortar accumulated
<br />ekxg the exterior foundation perimeter ahall be removed prior to exterior chemical soft treatment to enhance
<br />verical penetration of the dwe Ices.
<br />1111121111" If son treatment I* used for subterranean termite prevertlon, demlCel son treatments Shan also be
<br />applied under all exterior concrete or gads within I foot (305 mm) of the preary structure sldewels. Also, a
<br />vertical chemical barrier Shan be applied promptly after construction 1* completed, Including initial landscaping
<br />and Irrigatlon/eprinkler Insn tallatioAny soli disturbed after the chemical vertical barrier is applied shall be
<br />promptly retreated
<br />R318J.1 If a registered termtticide formulated and registered as a bait system Is used for subterranean termite
<br />prevention, Section 1111318.1.1 through Seaton R318JA do not appNI however, a signed contract assuring the
<br />Installation, maintenance and monitoring of the baiting system IMt to in compliance with the requirements of
<br />Chapter 482, Fbrlda Statutes, small be provided to the building official prior to the posing of the slab, and
<br />the system must be Installed prior to final building approval. If the baRing system directions for use require a
<br />monitoring phase prior to installation of the pesticide active Ingredient, the Installation of the monitoring phase
<br />components shall be downed to cornstftuts Installation of the system.
<br />R318JA If a regletertid termiticide formulated and registered as a wood treatment is used for subterranean
<br />termite prevention, A I lons R318L R318J.6 do not apply. Application of the wood treeunent to Ittclde
<br />shall be as required by labiallons dtrector use, and must be completed prior to final building approval.
<br />11111318,2 Penetration. Protective sleeves around piping penetrating concrete slab -on -grade floors shall not be
<br />of cellubseecMaining materials. If soil treatment Is used for subterranean termite protection, the sleeve shall
<br />have a maximum wall tholvees of ODIC finch (025 mm), and be sealed within the slab wing a noncorrosive
<br />clampling device to eltmfate the annular space between the pipe and the sleeve No to Itictdos shall be
<br />applied Waldo this sleeve,
<br />1113183 Cleaning. Cells and cavities in maeorrg units and air gaps between brick. *Lorne or masorry veneers and this
<br />structure shall be cleaned of all nonpreservative-treated or nonnawally durable wood, or other
<br />cellulose -containing material prior to concrete placement.
<br />Exo"forn Inorganic material manufactured for closing cell in foundation concrete masonry unit construction or
<br />clean earth fill placed in concrete masonry unit volclo below slab level before termite treatment Is performed
<br />111318,4 Concrete bearing ledge. Orldt stone or other veneer shall be supported bg a concrete bearing lodge
<br />At least equal to the total thickness of the bred, stone or other veneer which Is poured Integrally with the
<br />concrete foutdotlon No supplemental concrete foundation pours which will create a hidden cold Jolt shall be
<br />used without supplemental treatment in the foundation unless the to an approved ph�slcal barrier. An
<br />approved phyatcal barrier shall also be Installed from below this mall *III plate or ( t block cove hortranully
<br />to emm" in a mortar Joint It masonry vermr extend* below gadw, a termite protective treatment must be
<br />Applied to the cavlty crested between the veneer and the foudation, in lieu of a physical barrier.
<br />Exception, Veneer ted bg a structural member seared to the foundation sidemall in accordance with Art
<br />530/ASCE 5MIS 402 provided at least a e, indn 052 min) clear Inspection space of the foundation sidswall
<br />exterior silts b-tmesn the career and the top of any soil, sod, mulch or other organic landscaping comport,
<br />deolu, apron, porch, walk or any other work i mmedletely adjacent to or adjoining the structure,
<br />R318A Protection against decay and termites. Condensate Imes, Irrlgatlon/sprinklr ogetee risers for spray heeds,
<br />and roof downspouts *hall diedarg- at least I foot (305 mom) away from the structure okietell, whether by
<br />underground ptpfog, tall exte elons or splash bbcM. Gutters with downspouts are required on all buildings with
<br />sawss than s of to" b Inches (02 mm) hortzontaI projection except for gable and rakes or on a roof above
<br />another roof.
<br />931" Preparation of building tits and removal of debris.
<br />nlbd&J All bulldfg sites shall be graded to provide drainage under all portions of the building not occupied
<br />bg basements.
<br />R31862 The foundation and the area encompassed within I foot (305 mm) that in shall have all vegetation,
<br />Stupe, dead roots, careboerd, trash and foreign material removed and the nil material shall be from of
<br />vegetation and foreign material. The fill shall be compacted to assure, adoguato support of the foundation
<br />R318b3 After all work Is I lat-d, loose wood and debris shall be completely removed Rom under the
<br />building and within I foot (305 mm) Uw-of. All wood forms and supports shall be c:onpletely removed. This
<br />Inclucto t, but Is not limited to: wooden grade stakes, form*, contraction spacers, tub trap boxes, plumbing
<br />supports, bracing, shnorke forms or other csllulo*--containing material placed in any location drewsuch
<br />material are not clearW visible and readlly removable prior to completion of the work 11bod shall not be
<br />stored in contact with the ground under any building.
<br />101611 Inspection for termites. in order to provide for Inspection for termite infestation, clearance between
<br />exterior wall coverings and final earth gads on this exterior of a building *hall not be to" than 6 inches
<br />052 min).
<br />Exceptlons�
<br />L Paint or decorative cemmenutlous finish less than ble Inch (171.1 mm) thick adhered directly to the masonry
<br />foundation sedewall.
<br />2. Access or vehicle ramp* which rise to the interior finish floor elevation for the width of such ramps
<br />on
<br />3. A 4-inch (102 min) Inspection space above patio and garage slobs and w+try areas.
<br />4. If the patio has been soil treated for termites, the finish elevation may match the building Interlor finish
<br />floor elevatlons on masony coretnualon onig.
<br />5. Meorcy verears constructed in accordance with Section R818.4.
<br />1161" Foam plastic protection. In areas whore the probabfllty of termite Infestation Is wry hesvy, as indicated
<br />in Flgur+ R3012(b), extruded and e�anded polystgrens, polglsooyan cote and other roan plastics shall not be
<br />Installed on the exterior face or under Interior or exterior foundation "Its or slab foudatlons bested below
<br />grade. The Clearance between roan plastics knelled above grade and exposed earth shall be at least e,
<br />Inches (02 mm).
<br />Exceptions'
<br />L Dui " where the structural members of wall*, floors, oellegs and rook are entirely of noncombustible
<br />materials or pr-*ervatew-treated wood.
<br />2. Own Ina Mon to the wcµuksmants of Section 1113181 an approved method of protecting the foam
<br />plastic and structure from subterranean termite damage Is Wed
<br />3. On the Interior tide of basement wall.
<br />ENG f NE E FR' S NOTE,5
<br />(D ALL WORK TO BE DONE AGGORDIW_z TO lath Edition (2011) FEB-- (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 FRESPONS151LITY 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-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 />v
<br />c
<br />MEMBRANES. ALL SLABS TO BE REINFORCED WITH 6Xro 10/10 WELDED WIRE MESH.
<br />-
<br />(I.) LUMBER
<br />I. STORE LUMBER OFF GROUND. KEEP WELL VENTILATED AND COVERED.
<br />0
<br />2. CURRENT EDITION, ASSOCIATION GRADING RULES GOVERN.
<br />0
<br />3. ALL LUMBER SHALL BEAR GRADE MARK OF AN A51C BOARD OF REVIEW
<br />AGENCY.
<br />of
<br />4. ANY SPECIES ALLOWED UNLESS OTHERWISE NOTED.
<br />5. SIZES ARE NOMINAL. ACTUAL SIXES SHALL CONFORM TO AMERICAN
<br />°)
<br />o
<br />LUMBER STANDARD PS 20-10.
<br />6. MOISTURE CONTENT OF LUMBER 2" OR LESS IN THICKNESS SHALL BE 19
<br />OR LESS AT THE TIME OF INSTALLATION.
<br />G
<br />0
<br />(8.) TERMITE TREATING:
<br />V)
<br />LOW STRUCTURE TO BE TERMITE TREATED TO A DISTANCE OF 5'-0"
<br />>`
<br />c
<br />THE PERIMETER LINES OF THE BUILDING.o
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<br />(9.) ALL STEEL SHALL BE 40 KSI WITH A MINIMUM CLEAR COVER OF 3" AGAINST
<br />C)
<br />SOIL, AND SHALL HAVE A MINIMUM LAP OF 40 TIMES THE DIAMETER OF THE
<br />REBAR
<br />Ib
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<br />(10.) 2"XI2" HEADERS SHALL BE 2-2"XI2" LAMINATED W/ 1/2" PLYWOOD GLUED W/
<br />N
<br />CONSTRUCTION ADHESIVE AND NAILED W/ 5-e16D COMMONS Iron O.G. TO MEET
<br />LOADS AS INDICATED.
<br />0
<br />(11.) ALL FASTENERS SHALL COMPLY WITH THE DESIGN LOADS.
<br />F-
<br />(12.) CONTRACTOR SHALL HAVE MANUFACTURERS SPECIFICATIONS (CUT SHEETS)
<br />O
<br />ON SITE AT THE TIME OF INSPECTION, FOR REVIEW BY THE BUILDING INSPECTOR,
<br />>_
<br />TO MEET LOADS AS INDICATED.
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