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<br />°-'.,-,` I 1 U N M A T I ON FLAN
<br />THE FOUNDATION HAS BEEN DESIGNED FOR A
<br />MINIMUM LOAD -BEARING PRESSURE OF 2000
<br />POUNDS PER SQUARE FOOT
<br />LECsEND
<br />ALL CMU WALLS CONSIDERED SHEAR WALL
<br />CELL POURED SOLID w/ (005
<br />FROM FTG. TO BOND BEAM
<br />050 W/CELL POURED SOLID
<br />0 8'-0" O.C. MAX. (STEM WALL)
<br />- CONTROL JOINT (SAW CUT)
<br />100.00 FINISHED FLOOR ELEVATION
<br />(ASSUMED DATUM)
<br />• TIE MAX BOLTS im 6'-O" O.C.
<br />12" FROM ANY CORNER
<br />B 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 3 112 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 />SECTION R316
<br />PROTECTION AGAINST TERMITES
<br />R318.1 Termite Protection. Termite protection shall be provided by registered temiticides, Including $oli applied
<br />ruticldoe, batting systsms, and pesticides applied to wood, or other approved methods of termite protectlon
<br />aboled for we as a preventative treatment to new constriction. See Section 202, REGISTERED TER!"IITICIDE.
<br />Upon canpletlon of the application of the termite protective treatment, a Certificate of Compliance "it be
<br />Issued to the building department bg the Ilconsod pest control company that contains the following
<br />statement: • The building has recelvsd 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 />Consumer Services,
<br />R318.1.1 If soft treatment to used for subterranean termite prevention, the initial chemical soil treatment Inside the
<br />foundation perimeter shell be done after all excavation, backrilling and compaction is complete.
<br />R318.12 If soil treatment is used for subterranean to,, Its prevention, soil area disturbed after Initial chemical soil
<br />treatment shell be retreated with a chemical soil treatment, Including spaces boxed or formed.
<br />R318.13 If soil treatment is used for subterranean termite prevention, space In concrete floors boxed out or
<br />Formed for the subsequent Installation of plumbing traps, dralne or Any other purpose shall be created by wing
<br />plastic or metal pormanently placed forms of sufficient depth to eliminate any planned soil disturbance after
<br />Initial c wical Boll treatment.
<br />R318.IA If soil treatment Is used for subterranean termite po Lion, chemically treated soil shall be otected with
<br />a minimum 6 mil vapor retarder to protect against rainfall dnlrevution. If rainfall occurs before vapor retarder
<br />placement, retreatment Is required. Any work 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 disturbing
<br />treated soft.
<br />R318.1.5 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 soil treatment to enhance
<br />vertical penetration of the chemicals.
<br />R31816 If soft treatment Is used for subterranean termite prevention, chomwical soil treatments shall also be
<br />applied under all exterior concrete or grade within I foot (305 mm) of the primary structural sldowalls. Also, a
<br />vertical chemical barrier shell be applied promptly after construction Is completed, Including Initial landscaping
<br />and Irrigatlon/eprinkler Installation. Arty soil disturbed after the chemical vertical barrier Is applied shalt be
<br />promptly retreated.
<br />R318.1.1 If a registered termlticids formulated and registered as a bait system 1* used for subterranean termite
<br />prevention, Section R316.1.1 through Section R318.16 do not applyk 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, Wail bs provided to t)'ns building official prior to the pouring of the slab, and
<br />the agetem must be Installed prior to final building approval. If the belting system directions for ws require a
<br />monitoring phase prior to Installation of the pesticide active ingredient, the Installation of the monitoring phase
<br />components shall be deemed to constitute Installation of the system.
<br />R318.IB If a registered temlticlde formulated and registered as a wood treatment Is used for subterranean
<br />termite prevention, Sections R318.1.1 through R318.18 do not apply. Application of the wood treatment tsrmiticids
<br />"It be as required by label directions or use, and (mist be completed prior to final building approval.
<br />R3182 Penetration. Protactive sleeves around piping penetrating concrete slab -on -grade floors Wall not be
<br />of cellulosaicontaining materials. If soil treatment is used for subterranean termite protection, the sleeve shall
<br />have a maximum wall thickness of 0010 Inch (025 mm), and be sealed within the slab wing a noncorrosive
<br />clamping device to eliminate the annular space between the pips and the sleeve. No tormiticidee Wall be
<br />applied Inside the *leave.
<br />R3183 Cleaning Cells and cavities in masonry units and air gaps between brick stone or masonry veneers and the
<br />structure shell be cleaned of all nonpreservativo-treated or nornaturalig durable wood, or other
<br />cellulose -containing material prior to concrete placement.
<br />Exception: Inorganic material manufactured for closing cells In foundation concrete masorry unit construction or
<br />clean earth fill placed In concrete maeorrg unit volde below slab level before termite treatment Is performed.
<br />R3t8A Concrete bearing ledge. Brick, *tons or other veneer shell be supported bg a concrete bearing Isdgs
<br />k
<br />at least equal to the total thickness of the bricstone or other veneer which to poured Integrally with the
<br />concrete foundation. No supplemental concrete foundation pours which will create a hidden cold Joint "it be
<br />used without supplemental treatment In the foundation unless there Is an approved phyeicai barrier. An
<br />approved physlcal barrier Wall also be installed from below the wall sill 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 Ile, of a phyeioal barrier.
<br />Exception, veneer supported by a structural member secured to the foundation aldswall in accordance with ACI
<br />530/A6CE 5/TM8 402, provided at least a 6 Inch (152 mm) clear Inspection space of the foundation sldewall
<br />exterior exists between the veneer and the top of any Boll, sod, mulch or other organic landscaping component,
<br />dock apron, porch, walk or any other work Immsdlatsly adjacent to or adjoining the structure.
<br />R318D Protection against decay and to, ties. Condensate Ilnes, Irclgation/sprinkier system risers for spray heads,
<br />and roof downspouts shall discharge at least I foot (305 mmJ away from the structure sidowall, whether by
<br />underground piping, tall extension* or splash blooka. Gutters with downspouts are required on all buildings with
<br />saves of less than 6 Inches (152 mm) horizontal projection except for gable and rakes or on a roof above
<br />another roof.
<br />R318b Reparation of building site and removal of debris.
<br />R318b.1 All building eftes shell be graded to provide drainage under all portions of the building not occupied
<br />by basements.
<br />R318b2 The foundation and the area encompassed within I foot (-AM mm) therein shell have all vegetation,
<br />Stumps, dead roots, cardboard, trash and foreign material removed and the fill material shell be Rua 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 end debris shell be completsly removed from under the
<br />building and within I foot (305 mm) thereof. All wood forms and supports "it be completely removed. This
<br />Includes, but Is not limited to: wooden grade stakes, forms, contractlon spacers, tub trap boxes, plumbing
<br />supports, bracing, shoring, forms or other cellulose -containing material placed In any locatlon where such
<br />materials are not clearly visible and readily removable prior to completion of the work Wood Wall not be
<br />stored In contact with the ground under AN building.
<br />R318.1 Inspection for termites. 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 shall not be Ise* than 6 Inches
<br />(152 mm).
<br />Exceptions:
<br />I. Paint or decorative cirnetiuoue finish lose than 5/8 Inch (11.1 mm) thick adhered directly to the masonry
<br />foundation eldowall.
<br />2. Access or vehicle ramps which rise to the Interior finish floor elevation for the width of such ramps
<br />only
<br />3. A 4-Inch 1`102 mm) Inspection space above patlo and garage slabs and A try areas.
<br />4. If the patio has boon soil treated for termites, the finish elevation may match the building interior finish
<br />floor elevations on masonry construction only.
<br />5. Masonry veneer* constricted In accordance with Section R318A.
<br />R318.8 Foam plastic protection. In areas where the probability of termite infestation is very heavy, as indicated
<br />In Flgtiro R3012(6), extruded and oxpandod polystyrene, polyisocyarnurato 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 plastic* installed above grads and exposed earth shell be at least 6
<br />Inches (152 mm).
<br />Excep toons:
<br />I. buildings where the structural members of wall*, floors, cellings and roofs are etlrsly of noncombustible
<br />materials or pressure -preservative -treated wood.
<br />2. Uwn 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 *Ids of basement walls.
<br />ENr_:�INEEf;P,I5 I OTE5
<br />(D ALL WORK TO BE DONE ACCORDING TO (Florida Building Code) nth Edition (2020) FEBC
<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 />(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 />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 1900 PSI WITH TYPE M OR S MORTAR, 2000 PSI.
<br />INTERIOR CONCRETE SLABS POURED ON FILL TO BE POURED OVER WATERPROOF
<br />MEMBRANES. ALL SLABS TO BE REINFORCED WITH &X6 10/10 WELDED WIRE MESH.
<br />I. 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 />4. ANY SPECIES ALLOWED UNLESS OTHERWISE NOTED.
<br />5. SIXES ARE NOMINAL. ACTUAL SIZES SHALL CONFORM TO AMERICAN
<br />v
<br />LUMBER STANDARD PS 20-70.
<br />6. MOISTURE CONTENT OF LUMBER 2" OR LESS IN THICKNESS SHALL BE 19
<br />OR LESS AT THE TIME OF INSTALLATION.
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<br />SOIL BELOW STRUCTURE TO BE TERMITE TREATED TO A DISTANCE OF 5'-0"
<br />BEYOND THE PERIMETER LINES OF THE BUILDING.
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<br />(13.) ALL STEEL SHALL BE 40 KSI WITH A MINIMUM CLEAR COVER OF 3" AGAINST
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<br />SOIL, AND SHALL HAVE A MINIMUM LAP OF 40 TIMES THE DIAMETER OF THE
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<br />(10.) 2"X12" HEADERS SHALL BE 2-2"XI2" LAMINATED W/ 1/2" PLYWOOD GLUED W/
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<br />CONSTRUCTION ADHESIVE AND NAILED W/ 5-e16D COMMONS 16" O.G. TO MEET
<br />4.1
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<br />(11.) ALL FASTENERS SHALL COMPLY WITH THE DESIGN LOADS.
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<br />(12.) CONTRACTOR SHALL HAVE MANUFACTURERS SPECIFICATIONS (CUT SHEETS)
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<br />ON SITE AT THE TIME OF INSPECTION, FOR REVIEW BY THE BUILDING INSPECTOR,
<br />TO MEET LOADS AS INDICATED.
<br />04
<br />Signed and sealed by T.L. l iansou PI'' \���� �4t.r,.,w,////i
<br />Thomas L Digitally signed b using a Digital Signature and date. sG
<br />9 Y 9 Y K K' 6' ,lc,.�"N F'•, ti �.�
<br />Thomas L Pruned copies of this documentrO,• k
<br />are not considered signed and ~ '
<br />Ha nson:A01410 Hanson:A01410D00000 scaled and the signature must he '" :car
<br />D00000177EF31 177EF3164E000015ADA verified can any electronic cur YF
<br />P: lj
<br />Date:2021.05.24
<br />B4E000015ADA 08:39:47-04'00'
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