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<br />20"x Iro" CONTINUOUS CONCRETE FOOTIN
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<br />3-1/2" CONCRETE w/6"X �o"X I0/10 W.W. MESH
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<br />REINFORCING REQUIRED THROUGHOUT THE I
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<br />CONCRETE SLAB OR SYNTHETIC FIBER
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<br />REINFORCEMENT
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<br />I" DEEP RECESS
<br />x 10" WIDE (TYP.)
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<br />I6'-8"
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<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 />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 flotwork which will not be enclosed at a later date.
<br />5. Where approved based on local site conditions.
<br />PLAN
<br />LEGEND
<br />ALL CMU WALLS CONSIDERED SHEAR WALL
<br />■ CELL POURED SOLID w/ (I,105
<br />FROM FTG. TO BOND BEAM
<br />054, W/CELL POURED SOLID
<br />a 8'-0" O.G. MAX. (STEM WALL)
<br />- - CONTROL JOINT (SAW CUT)
<br />100.00' FINISHED FLOOR ELEVATION
<br />(ASSUMED DATUM)
<br />• TIE MAX BOLTS tv 6'-O" O.G. 4
<br />12" FROM ANY CORNER
<br />B WINDOW OR DOOR OPENING
<br />LOCATIONS
<br />SECTION R318
<br />PROTECTION AGAINST TERP11TE5
<br />R318.1 Termite Protection. Termite protection shall be provided bg registered termiticidee, Including soft applied
<br />pesticides, baiting systems, and pesticides applied to wood, or other approved methods of term Re protection
<br />labeled for use as a preventative treatment to new construction. See Section 202, REGISTERED TE ITICIDE.
<br />Upon completion of the application of the termite protective treatment, a Certificate of Compliance shalt be
<br />Issued to the building department by the licensed pest control company that contalns the following
<br />statement: • The building has received a complete treatment for the prevention of subterranean
<br />termites. Treatment Is In accordance with rules and laws established bg the Florida Department of Agriculture and
<br />Consumer Services_
<br />R318.1.1 If Boll treatment is used for subterranean termite prevention, the initial chemical soft treatment inside the
<br />foundation perimeter shell be done after all excavation, backfllling and compaction Is complete.
<br />R318.12 If soil treatment Is used For subterranean termite prevention, &oil area disturbed after initial chemical soft
<br />treatment shell be retreated with a cMmical Boll treatment, including spaces boxed or formed.
<br />R318.13 If soil treatment le used for subterranean termite prevention, space in concrete floors boxed out or
<br />Formed for the subsequent Installation of plumbing traps, drains or any other purpose shall be created by using
<br />plastic or metal permanently placed forms of surrlcient depth to eliminate any planned soil disturbance after
<br />Initial cMnmical Boll treatment.
<br />R318.1A IF *oil treatment Is used for subterranean termite prevention, chemlcallg treated soft shall be otected with
<br />a minimum 6 mil vapor retarder to protect against rainfall dilution. IF rainfall occurs before vapor retarder
<br />placement, retreatment is required. Any worm Including placement of reinforcing steel, one after chemical
<br />treatment until the concrete floor Is poured, shell be done in such manner as to avoid penetrating or cleturbing
<br />treated soft,
<br />R318.1b If soil treatment Is used for subterranean termite prevention, concrete overpour or mortar accumulated
<br />along the exterior foundation perimeter shall be removed prior to exterior chemical loll treatment to enhance
<br />vertical penetration of the chemicals.
<br />R318.1.6 If soil treatment Is used for subterranean termite prevention, chemical Boll treatments shell also be
<br />applied under all exterior concrete or grade within I foot (305 mm) of the primary structure efdeealle. Also, a
<br />vertical chemical barrier shell be applied promptly after construction Is completed, Including Initial landscaping
<br />and irrigation/sprinkler installation. Any soil disturbed after the chemical vertical barrier Is applied shall be
<br />promptly retreated.
<br />R318.1.7 IF a registered termlticlde formulated and registered as a bait system Is used for subterranean termite
<br />prevention, Section R318.1.1 through Section R318.Ib do not apply' however, a signed contract assuring the
<br />Installation, maintenance and monitoring of the baiting system that Is in compliance with the requirements of
<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 />monitoring phase pprrior to installation of the pesticide active Ingredient, the Installation of the monitoring phase
<br />components "IT be deemed to constitute Installation of the system.
<br />R318.18 If a registered termiticide formulated and registered as a wood treatment Is used for subterranean
<br />termlte prevention, Sections R318.1.1 through R318.1.6 do not apply. Application of the wood treatment termlticfde
<br />shall be as required by label directions For use, and must be completed prior to final building approval.
<br />R3182 Penetration. Protective sleeves around piping penetrating concrete Blab -on -grade floors *hall not be
<br />of cellulosecontalning materials. If *all treatment Is used for subterranean termite protection, the sleeve *hall
<br />have a maximum wall thickness of 0.010 Inch (025 mm), and be sealed within the slab using a noncorrosive
<br />clamping device to eliminate the annular space between the pipe and the sleeve. No termlticldee shall be
<br />applied Inside the sleeve.
<br />R3183 Cleaning Celle and cavities in masonry unite and air gape between brick. stone or maeorry vereere and the
<br />structure shell be cleaned of all nonpreservative-treated or nonnaturally durable wood, or other
<br />cellulose -containing material prior to concrete placement.
<br />Exception: Inorganic material manufactured for closing cells in foundation concrete masonry unit construction or
<br />clean earth fill placed In concrete masonry unit voice below slab level before termite treatment is performed.
<br />R318A Concrete bearing ledge. ®rich stone or other veneer shell be supported bg a concrete bearing ledge
<br />at least equal to the total thldnese of the bristone or other veneer which le poured Integrally with the
<br />concrete foundation. No supplemental concrete foundation pours which will create a hidden cold ,Joint shell be
<br />used without supplemental treatment In the Foundation unless there Is an approved physical barrier. An
<br />approved physical barrier shall also be Installed rrom below the wall ell[ plate or first block course horizontally
<br />to embed In a mortar Joint. If masonry veneer extends below grade, a termite protective treatment must be
<br />applied to the cavity created between the veneer and the foundation, In lieu of a physical barrier.
<br />Exception: Veneer supported bg a structural member secured to the foundation sldewall in accordance with ACT
<br />530/ASCE 5/T1`16 402, provided at least a 6 Inch (152 mm) clear Inspection space of the Foundation stdewall
<br />exterior existe between the veneer and the top of any soil, sod, mulch or other organic landscaping component,
<br />deck, apron, porch, walk or any other work immediately adjacent to or adjoining the structure.
<br />R3183 Protection against decay and termites. Condensate line, Irrigation/sprinkler system risers for spray heads,
<br />and roof downspouts shall discharge at least I foot (305 mm) away fYom the structure eldewall, whether by
<br />underground pi Ing, 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 end rakes or on a roof above
<br />another roof.
<br />R318.6 Preparation of building site and removal of debris.
<br />R318A,J All building site* shall be graded to provide drainage under all portlons of the building not occupied
<br />by basements.
<br />R31862 The foundation and the area encompassed within I foot (305 mm) therein "if have all vegetation,
<br />Stumpe, dead roots, cardboard, trash and foreign material removed and the Fill material shall be from of
<br />vegetation and foreign material. The fill shall be compacted to assure adequate support of the Foundation.
<br />R318b3 After all work Is completed, loose wood and debris shall be completely removed from under the
<br />building and within I foot (305 mm) thereof. All wood Forms and supports shall be completely removed. This
<br />Includes, but Is not limited to: wooden grade stakes, forms, contraction spacers, tub trap boxes, plumbing
<br />supports, bracing, shoring, forms or other cellulose -containing material placed In any location where ouch
<br />materials are not clearly visible and readily removable prior to completion or the work Wood shell not be
<br />stand In contact with the ground under any building.
<br />R318.1 Inspection for tarmftee. In order to provide for Inspection for termite Infestation, clearance between
<br />exterior wall coverings and final earth grade on the exterior of a building shell not be lees than 6 Inches
<br />(152 mm),
<br />Exceptions:
<br />I. Paint or decorative cementltious finish lees than 5/5 Inch (11.1 mm) thick adhered directly to the masonry
<br />foundation eldewall.
<br />2. Aece&s or vehicle ramps which rise to the Interior finish Floor elevation For the width of such ramps
<br />onlyy.
<br />3. A 4-Inch (102 mm) Inspection space above patio and garage slabs and entry areas.
<br />4. If the patio has been soft treated For termites, the finish elevation may match the building Interior finish
<br />floor elevations an masonry construction only.
<br />5. Maeonry veneers constructed in accordance with Section R318.4.
<br />R318.8 Foam plastic protection. In areas where the probablllty of termite Infestation Is very heavy, as Indicated
<br />In %N= R30I2((o), extruded and expanded polystyrene, polyisocyanurate 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 />grade. The clearance between foam plastics installed above grade and exposed earth shell be at least 6
<br />Inches (152 mm).
<br />Excceepptions:
<br />I. BuI dinge where the structural members or walls, floors, callings and roofs are entirely of noncombustible
<br />materials or pressure -preservative -treated wood.
<br />2. uhw 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 />3. On the Interior side of basement walls.
<br />ENGINE F�'S NOTES
<br />0.) ALL WORK TO BE DONE ACCORDING TO nth Edition (2020) FBC (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-94. ALL CONCRETE MODULAR UNITS SHALL HAVE A
<br />COMPRESSIVE STRENGTH OF nOO 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 />C1.) 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 />LUMBEfi£t>gb"tIZVNSS4 IRS 20--10.
<br />6. MOISTURE CONTENT OF LUMBER 2" OR LESS IN THICKNESS SHALL BE 113
<br />OR LESS AT THE TIME OF INSTALLATION.
<br />(SJ TERMITE TREATING :
<br />SOIL BELOW STRUCTURE TO BE TERMITE TREATED TO A DISTANCE OF 5'-O"
<br />BEYOND THE PERIMETER LINES OF THE BUILDING.
<br />(cJ.) 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 />(10J 2"X12" HEADERS SHALL BE 2-2"XI2" 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 />(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 />Siglicd and seated by'1'.L. I lanson pki „��`•�' I I Illlll//�
<br />Thomas L Digitally signed by using a Digital Signature and date.
<br />.qt•�.`p
<br />Thomas L 1'rinicd copies of this docunienl �p,• a
<br />Hanson:A01410 HansoncA01410D00000 ''rr not owideieds:lnedand
<br />sealed :uul tLe signature must be ; w
<br />D000001 77EF31 177EF3164E000015ADA oilnhy t. , zA
<br />verified oaclrrnur Co '
<br />Date: 2021.12.15 0; •., ,,, �" ;��
<br />B4E000015ADA 08:50:00-05'00' %;;' (IN P
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