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<br />10'-4"
<br />50'-4"
<br />50'-4"
<br />9' I I IFOUNDAT I ON
<br />THE FOUNDATION HAS BEEN DESIGNED FOR A
<br />MINIMUM LOAD -BEARING PRESSURE OF 2000
<br />POUNDS PER SQUARE FOOT
<br />PLAN
<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 min). 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 />LEGEND
<br />ALL CMU WALLS CONSIDERED SHEAR WALL
<br />CELL POURED SOLID w/ (1)05
<br />FROM FTG. TO BOND BEAM
<br />050 W/CELL POURED SOLID
<br />10 6-0" O.G. MAX. (STEM WALL)
<br />- CONTROL JOINT (SAW CUT)
<br />Ak 100.00' FINISHED FLOOR ELEVATION
<br />Ir (ASSUMED DATUM)
<br />• TIE MAX BOLTS 6 ro'-O" O.G. 4
<br />12" FROM ANY CORNER
<br />B WINDOW OR DOOR OPENING
<br />LOCATIONS
<br />SECTION R318
<br />PROTECTION AGAINST TERMITES
<br />R318.1 Termite Protection Termite protection shall be provided by registered Lan Itictdes, Including son applied
<br />pesticides, batting systeme, and pesticides applied to wood, or other approved methods of termite 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 shell be
<br />Issued to the building department by the licensed pest control company that oontaln* 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 by the Florida Department of Agriculture and
<br />Corrumer Services.,
<br />R318.1.1 If *oil treatment Is used for subterranean termite prevention, the Initial chemical soil treatment Inside the
<br />foundation perimeter shell be done after all excavation, backfilling and compaction is complete.
<br />R318.1.2 If soil treatment Is used for subterranean termite prevention, *oil area disturbed after initial chemical soil
<br />treatment shall be retreated with a chemical Boll treatment, Including spaces boxed or formed.
<br />R316.13 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, drains or any other purpose *Fell be created by wing
<br />plastic or metal permanently placed forms of sufficient depth to eliminate any planned soil disturbance after
<br />inlUsI chemical soil treatment.
<br />R318.1.4 If soli treatment Is used for subterranean termite prevention, chomlca% treated Boll *hall be otected with
<br />a minimum 6 mil vapor retarder to protect against rainfall dilution. If rainfall occurs before vapor retarder
<br />placement, retrsatment Is required. Any work including placement of reinforcing steel, one after chemical
<br />treatment until the concrete floor is poured, shalt be done In such manner as to avoid penetrating or disturbing
<br />treated soft.
<br />R318.15 If *oil treatment I* used for subterranean termite prevention, concrete overpour or mortar accumulated
<br />along the exterior foundation perimeter shall be removed prior to exterior chemical *on treatment to enhance
<br />vertical penetration of the chemicals.
<br />R318.1.6 If soil treatment Is used for subterranean termite prevention, chemical *oil treatment* shall also be
<br />applied under all exterior concrete or grade within I foot (305 mm) of the primary structure sldowall&. Also, a
<br />vertical chemical barrier shall be applied promptly after construction To completed, triclucling Initial landscaping
<br />and Irrigation/sprinkler Installation. Any *oil disturbed after the chemical vertical barrier Is applied *hall be
<br />promptly retreated,
<br />R318.1.1 If a registered termiticide formulated and registered as a bait system I& used for subterranean termite
<br />prevention, Section R318.1.1 through Section R318.16 do not apply* however, a signed contract assuring the
<br />Installation, maintenance and monitoring of the batting system that Is in compliance with the requirements of
<br />Chapter 462, Florida Statutes, shall be provided to the building officlaI prior to the pouring of the slab, and
<br />the system must be Installed prior to final building approval. If the batting system direction* for use require a
<br />monitoring phase pprrTor 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.IB If a registered termiticldo formulated and rsgf*tersd as a wood treatment Is used for subterranean
<br />termite prevention, Sections R318.1.1 through R31a.16 do not apply. Application of the wood treatment ton Itfclde
<br />*hall Iva as required by label direction* for use, and must be completed prior to final building approval.
<br />R3182 Penetration. Protective sleeves around piping penetrating concrete slab -on -grade floors shalt not be
<br />of cellulosecontaining materials. if son 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 using a noncorroelve
<br />clamping device to eliminate the annular space between the pipe and the sleeve. No termiticides shall be
<br />applied Inside the sisevo.
<br />R3183 Cleaning Calls and cavities In masonry units and air gap* between brick &tons or masonry veneers and the
<br />structure shell be cleared of all norpreservative-treated or nonnaturally durable wood, or other
<br />cellulo*e-Containing material prior to concrete placement.
<br />Exception: Inorganic material manufactured for closing calls In foundation concrete masonry unit construction or
<br />clean earth fill placed In concrete masonry unit volde below slab level before tormito treatment to 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 brld-k stone or other veneer which is poured Integrally with the
<br />concreto foundation. No supplemental concrete foundation pour* which will create a hidden cold Joint shall bs
<br />used without supplemental treatment in the foundation unless there Is an approved physical barrier. An
<br />approved physical barrier shell also be Installed from below the wall &III plate or first block course horizontally
<br />to embed In a mortar Joint. If maeorry 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 pN*Ieal barrier.
<br />Exception: veneer supported by a structural member secured to the foundation stdewall in accordance with Art
<br />B30/ASCE 5/TMS 402, provided at least a 6 Inch (152 mm) clear Inspection space of the foundation sidewall
<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 Immediately adjacent to or acUolning the structure
<br />R318B Protection against decay and termites. condensate lines, irrigation/sprinkler system deers for spray heads,
<br />and roof downspouts shell discharge at least I foot (305 mm) away from the structure eldewall, whether by
<br />underground piping, tall extensions or splash block&. Gutter* with down*pout& are required on an buildings with
<br />oaves of less than 6 inches (152 mm) horizontal projection except for gable and rakes or on a roof above
<br />another roof.
<br />R3186 Preparation of building site and removal of debris.
<br />R3186.1 All building sites shall be graded to provide drainage under all portions of the building not occupied
<br />by basements.
<br />MIS62 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 />R31063 After all work Is campplisted, loose wood and debris shall be completely removed from under the
<br />build" and within 1 foot (= mm) thereof. All wood forms and supports shell 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 celluloso-containing material placed in any location where such
<br />material& 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 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 bullding shall not be less than 6 indns
<br />(152 mm).
<br />Exceptions:
<br />I. Paint or decorative cementltlous finish less than 5/8 Inch (11.1 mm) thick adhered directly to the masonry
<br />foundation sidewall.
<br />2. Access or vehicle ramps which rise to the Interior finish floor elevation for the width of such ramps
<br />only
<br />3. ,4 4-Inch (102 mm) Inspection space above patio and garage slab& and entry areas.
<br />4. If the patio has bean 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 R318.4.
<br />R318A Foam plastic protection. M areas where the probability of termite Infestation Is very heavy, as Indicated
<br />In Figure R3011(6), extruded and expanded polystgrone, polyleocyanurata and other foam plastics shall not be
<br />Installed on the exterior face or under Interior or exterior foundation wall* or slab foundations located below
<br />grade. The clearance between foam plastics Installed above grade and exposed earth shall be at least 6
<br />Inches (152 mm).
<br />Excsp�ions:
<br />I. BulldInge where the structural members of walls, Moors, calling& and roofs are entirely of noncombustible
<br />materlals or pressure-presarvative-treated wood.
<br />2. LLFen In addition to the requirements of Section R316.1, an approved method of protecting the foam
<br />plastic and structure from subtarranoan termite damage is used_
<br />3. On the interior side of basement walls.
<br />ENS f N EfRI5 NOTEe
<br />(1.) ALL WORK TO BE DONE ACCORDING TO (Florida Building Code) 1th 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 GLEAN 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 6X(o 10/10 WELDED WIRE MESH.
<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 />4. ANY SPECIES ALLOWED UNLESS OTHERWISE NOTED.
<br />5. SIZES ARE NOMINAL. ACTUAL SIZES SHALL CONFORM TO AMERICAN
<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 />SOIL BELOW STRUCTURE TO BE TERMITE TREATED TO A DISTANCE OF 5'-0"
<br />BEYOND THE PERIMETER LINES OF THE BUILDING.
<br />(9) ALL STEEL SHALL BE 40 K51 WITH A MINIMUM CLEAR COVER OF 3" AGAINST
<br />SOIL, AND SHALL HAVE A MINIMUM LAP OF 40 TIMES THE DIAMETER OF THE
<br />(10.) 2"X12" HEADERS SHALL BE 2-2"XI2" LAMINATED W/ 1/2" PLYWOOD GLUED W/
<br />CONSTRUCTION ADHESIVE AND NAILED W/ 5-0160 COMMONS lro" O.G. TO MEET
<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 />Signed and sealed by T.L. Hanson PE
<br />Thomas L Digitally signed by
<br />using a Digital Signature and date.
<br />Thomas L Printed copies of Plus document SD �e e
<br />Hanson:A01410 Hanson:A01410D00000 are not considered signed and
<br />D00000177EF31 177EF3164E000015ADA sealed and the signature must be = �A J
<br />Date: 2021.05.24 verified on any electronic co " 2
<br />B4E000015ADA p� • PLO?,�P•K�(j\
<br />08:45:49-04'00'
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