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<br />20"x Iro" CONTINUOUS CONCRETE FOOTING—
<br />w/(2)S REBAR ON CHAIRS e 41-011 O.C.
<br />3-1/2" CONCRETE Lulro "X ro "X 10/10 W.W. MESH
<br />JI
<br />REINFORCING REQUIRED THROUGHOUT THE
<br />CONCRETE SLAB OR SYNTHETIC FIBER
<br />RE INFORCEMENT
<br />_W5�
<br />WICELL POURED SOLID ' a'-O'l O.C. MAX LI
<br />(STEM WALL) (BELOW FINISHED FLOOR)
<br />100.00'
<br />(Y-
<br />NK_
<br />W
<br />I" DEEP RECESS
<br />10 WIDE (TTF,)
<br />X
<br />2'-4"
<br />4' V-011
<br />2'-4"
<br />0 21 4'
<br />WT11'14 1�1 I
<br />THE FOUNDATION HAS BEEN F_)E,5lGNEE) 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 rom) polyethylene vapor retarder with joints lopped not
<br />less or than 6 inches (152 mm) shall be placed between the base course subgrade and the concrete floor
<br />slob, or other approved equivalent methods or materials shall he used to retard vapor transmission through
<br />the floor slob.
<br />Exception: A vapor retarder is not required:
<br />1. For detached structures accessory to occupancies III Group R-3, such as garages, utility buildings or
<br />other unheated f acilities.
<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 />tMENT"C'
<br />ALL GMU WALLS CONSIDERED SHEAR WALL
<br />CELL POURED SOLID wl (005
<br />FROM FTC. TO BOND BEAM
<br />-30 WICELL POURED SOLID
<br />,a V-0" O.G. MAX. (STEM WALL)
<br />CONTROL JOINT (SAW CUT)
<br />Ah 1.00-00' FINISHED FLOOR ELEVATION
<br />1q__1 (ASSUMED DATUM)
<br />0 TIE MAX BOLTS Q ro'-O" O.G. 4
<br />12" FROM ANY CORNER
<br />E=_3 WINDOW OR DOOR OPENINGx
<br />LOCATIONS
<br />SECTION R318
<br />PROTECTION AGAINST TERMITES
<br />R316J Termite Protection. Termite protection shall be provided by registered termitIcides, including soil applied
<br />pesticides, baiting eyetems, and pesticides applied tc wood, or other approved methods of termite protection
<br />labeled for use as a preventative treatment to now ccnstructIcn. See Section 202, REGISTERED TERNITfCIDE.
<br />Upon Completion or the application of the termite protective treatment, a Certificate of Compliance shall be
<br />Issued to the building department by the licensed peat Control company that contains the following
<br />statement; . The building has received a Complete treatment For the prevention of subterranean
<br />termites. Treatment 16 In accordance with rules and laws established by the Florida Department of Agriculture and
<br />Consumer Services:,
<br />R31511 If soil treatment is used For subterranean termite prevention, the initial chemical soil treatment Inside the
<br />foundation perimeter shall be done after all excavation, backnillne and compaction Is complete.
<br />R318.1.2 IF soil treatment Is used for subterranean termite prevention, soil area disturbed after Initial Chemical soil
<br />treatment shall be retreated with a cherrical soil treatment, including spaces boxed or formed.
<br />.
<br />R318.1.3 If soil treatment Is used for subterranean termite prevention, apace 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 or surnalent depth to eliminate any planned soil disturbance after
<br />Initial chemical soil treatment,
<br />R318.1.4 IF soil treatment Is used For subterranean termite prevention, clesmicalIV treated boll shall be otected with
<br />a minimum 6 mil vapor retarder to protect against rainfall dilution. if rainfall occurs before vapor retarder
<br />placement, retreatmeont Is required. Any work, Including placement of reinforcing steel, one after chemical
<br />treatment until the Concrete Floor is poured, shall be Core in such manner as to avoid penetrating or disturbing
<br />treated soil.
<br />R318.IAE5 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 or the ofnemicale.
<br />R315.1.6 If aoll treatment Is used for subterranean termiteprevention„ Chemical soil treatments shot[ also be
<br />applied under all exterior concrete or grade within I foot (305 mm) or the primary structure eldsswall&_ Also, a
<br />vertical Chemical barrier aha!] be applied promptly after construction is completed, including initial landscaping
<br />and Irrigation/sprinkler installation. Any soil disturbed after the Chemical vertical barrier is aptollsol erali be,
<br />promptly retreated.
<br />R3011 If a registered termitIctce formulated and registered as a bait system is used for subterranean termite
<br />prevention, Section R318.1.1 through Section R318.1,ro do not applV however, a elered Contract assuring the
<br />installation, maintenance and monitoring or the baiting system that is in compliance with the requirements or
<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 prior to installation of the pesticide active ingredient, the Installation of the monitoring phase
<br />components "If be deemed to constitute Installation or the system.
<br />R318J.8 IF a registered termiticlole Formulated and registered as a wood treatment Is used for subterranean
<br />termite prevention, Sections R3181.1 through R318.110 do not apply. Application or the wood treatment termiticicle
<br />shall be as required by label dlrectlon5 For use, and must be completed prior to Final building approval.
<br />R318.2 Penetration. Protective sleeves around piping Penetrating Concrete slab -on -grade floors al -all not be
<br />of callulosecontalnine materials. If soil treatment Is used for subterranean termite protection, the slasVs 61'1811
<br />have a maximum wall thickness of 0,010 Inch (025 mm), and be sealed within the elab using a noncorrosive
<br />clamring device to eliminate the annular apace InCtweler the pipe and the sleeve- No termitloldes shall be
<br />1,
<br />app led Inside the sleeve.-
<br />R-31,53 Clearing. Celle and cavities in masonry units and air gape, between br[ck, stone or masonry veneers and the
<br />structure of -all be cleared of all nonpre5ervative-treated or nonnaturally durable wood, or other
<br />cellulose -containing material prior to Concrete placement_
<br />Exception:Inorganic material manufactured for closing Cella In foundation concrete masonry unit construction or
<br />clean earth fill placed In concrete masonry unit voids below elalb level before termite treatment is performed.
<br />R318A Concrete bearing ledge. Brick, stone or other veneer shall be supported by a concrete bearing ledge
<br />at least equal to the total thickness of the brick stone or other veneer which Is poured Integrally with the
<br />concrete foundation, No supplemental concrete Foundation pours which will create a hidden -old joint shall be
<br />used without supplemental treatment In the Foundation unless there is an approved physical barrier. An
<br />approved p+yjalcal barrier shall also be installed From below the wall slit 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 ilou or a physical barrier.
<br />Exception: Veneer supported by a structural member secured to the foundation eldewall In accordance with ACI
<br />530/ASCE 5/TMS 402, provided at least a & Inch (152 mm) clear Inspection apace of the Foundation sidewall
<br />exterior exists 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 />R318.5 Protection against decay and termites. Condensate lines, Irrigation/sprinkler system risers for spray hsade,
<br />and roof downspouts shall discharge at least I foot (305 mm) away from the structure stclewall, whether by
<br />underground piping, tall extensions or splash blocks. Gutters with downspouts are required on all buildings with
<br />eaves of less than & inches (152 mm) horizontal projection except For gable end rakes or on a roof above
<br />another roof.
<br />R315b Preparation of building site and removal of debris.
<br />R318j6l All building sites shall be graded to provide drainage under all portions OF the t)ulldlne not occupied
<br />by basements.
<br />R315j62 The foundation and the area encompassed within I Foot (305 mm) therein shall have all vegetation,
<br />Stumps, dead roots, cardboard, trash and foreign material removed and the fill material shall be free of
<br />vegetation and Foreign material- The fill shall be Compacted to assure adequate support of the foundation
<br />R318k3 After 411 work is completed, looes 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 such
<br />materials are not clearly visible and readily removable prior to completion of the work. Wood shall not be
<br />stored in contact with the ground under any buildine-
<br />R3181 Inspection for termites. In order to provide for Inspection For termite lnfest4t[on, clearance between
<br />exterior wall coverings and finale earth grade on the exterior, of a building shall not be leas than 6 inches
<br />(152 mm).
<br />Exceptions:
<br />I. Paint or decorative cementitroua finish less than 5/0 inch (IIJ mm) thick adhered directly to the masonry
<br />foundation sciewal .
<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 (102 mm) inspection space above patio and garage slabs and entry areas.
<br />4. If the patio has been soil treated For termites, the finish elevation may match the building Interior Finish
<br />floor elevations on masonry construction only.
<br />5. Masonry veneers constructed In accordance with Section R315.4.
<br />R318-8 Foam plastic; protection. In areas where the probability of termite Infestation Is very heavy, as Indicated
<br />n Flours R3012(6), extruded and expanded polystyrene, polulsocyanurats and other foam plastics shall not be
<br />Installed on the exterior fare 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 shall be at least 6
<br />Indies (152 mm).
<br />E e tions:
<br />l.;Z%Ing6 where the structural members of walls, floors, ceilings and roofs are entirely of noncombustible
<br />materials or preseure-preservative-treated wood.
<br />2. Ukien in addition to the requirements of Section R3I8.1, an approved method of protecting the Foam
<br />plastic and structure From subterranean termite damage is used.
<br />3. On the interior aide of basement walls.
<br />ENGINEEfR'5 NOTECS
<br />0.) ALL WOW TO BE PONE ACCORDING TO ith Edition (2020) FBC_ (Florida Building Code)
<br />(2.) ASSUMED SOIL BEARING CAPACITY TO BE 2000 P5R SOIL CAPACITY TO BE
<br />VERIFIED BY CONTRACTOR PRIOR TO CON&TRUCTION, 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 15 THE CONTRACTOR'S SOLE RESFON515ILITY TO DETERMINE ERECTION
<br />PROCEDURE AND SEQUENCE TO INSURE THE SAFETY OF THE BUILDING AND ITS
<br />COMPONENT FARTS DURING ERECTION. THIS INCLUDES, BUT 15 NOT LIMITED TO, THE
<br />ADDITION OF WHATEVER TEMPORA'R-' 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 F'51 IN 25 DAYS. ALL
<br />CONCRETE SHALL BE READY MIXED" AND IN ACCORDANCE WITH 14.5,T.M.
<br />SPECIFICATION C-e4. ALL CONCRETE MODULAR UNITS SHALL HAVE A
<br />COMPRESSIVE STRENGTH OF IeOO F51 WITH TYPE M OR S MORTAR, 2000 PSI,
<br />(ro.) SLAB ON FILL -
<br />INTERIOR CONCRETE SLABS POURED ON FILL TO BE POURED OVER WATERPROOF
<br />MEMBRANES. ALL 5LAE35 TO BE REINFORCED WITH 6X(o 10/10 WELDED WIRE MESH.
<br />CV LUMBER -
<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 />AGENCY.
<br />4. ANY SPECIES ALLOWED UNLESS OTHERWISE NOTED,
<br />E5, SIZES ARE NOMINAL. ACTUAL SIZES SHALL CONFORM TO AMERICAN
<br />LUM5ER_UKASIR/Z;MNB64FZL IRS. 20-10.
<br />ro, MOISTURE CONTENT OF LUMBER 2" OR LESS IN THICKNESS SHALL BE 19
<br />OR LESS AT THE TIME OF INSTALLATION.
<br />(ad 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 />(13,) ALL STEEL SHALL BE 40 <el WITH A MINIMUM CLEAR COVER OF 3" AGAINST
<br />SOIL, AND SHALL HAVE A MINIMUM LAP OF 40 TIMES THE DIAMETER OF THE
<br />RE514R,
<br />(10.) 2"XI2" HEADERS SHALL BE 2-2''XI2" LAMINATED W1 112" PLYWOOD GLUED W1
<br />CONSTRUCTION ADHESIVE AND NAILED W1 5-411roL') COMMONS Iro" O.C. TO MEET
<br />LOADS AS INDICATE[),
<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 5UIL-DING INSPECTOR,
<br />TO MEET LOADS AS INDICATED.
<br />Thomas L Digitally signed by
<br />Thomas 1,
<br />Hanson:AO1 41 0 Hanson:A01410D00000
<br />D00000177EF31 117EF31 134E00001 5ADA
<br />Date: 2022.04.12
<br />B4EOOOO I 5ADA 14:36:03 -04'00'
<br />Signed aiid seaied by 1-1. 1 lanson PF
<br />tilliga Di�'61'11 Signaflucand dits .
<br />-ire not considered signcd and
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