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Termite Protection
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<br />STRUCTURAL NOTES:
<br />R 318.1 Termite Protection.
<br />Termite protection shall be provided by registered termiticides, including soil applied pesticides,
<br />baiting systems 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
<br />termiticide. Upon completion of the application of the termite protective treatment, a Certificate of
<br />Compliance shall be issued to the building department by the licensed pest control company that
<br />contains the following statement: "The building has received a complete treatment for the prevention
<br />of subterranean termites. Treatment is in accordance with rules and laws established by the Florida
<br />Department of Agriculture and Consumer Services."
<br />R 318.1.1 If soil treatment is used for subterranean termite prevention, the initial chemical soil
<br />treatment inside the foundation perimeter shall be done after all excavation, backfilling and
<br />compaction is complete.
<br />R 318.1.2 If soil treatment is used for subterranean termite prevention, soil area disturbed after initial
<br />chemical soil treatment shall be retreated with a chemical soil treatment, including spaces boxed or
<br />formed.
<br />R 318.1.3 If soil treatment is used for subterranean termite prevention, space in concrete floors boxed
<br />out or formed for the subsequent installation of plumbing traps, drains or any other purpose shall be
<br />created by using plastic or metal permanently placed forms of sufficient depth to eliminate any
<br />planned soil disturbance after initial chemical soil treatment.
<br />R 318.1.4 If soil treatment is used for subterranean termite prevention, chemically treated soil shall be
<br />protected with a minimum 6 mil vapor retarder to protect against rainfall dilution. If rainfall occurs
<br />before vapor retarder placement, re -treatment is required. Any work, including placement of
<br />reinforcing steel, done after chemical treatment until the concrete floor is poured, shall be done in
<br />such manner as to avoid penetrating or disturbing treated soil.
<br />R 318.1.5 If soil treatment is used for subterranean termite prevention, concrete over pour or mortar
<br />accumulated along the exterior foundation perimeter shall be removed prior to exterior chemical soil
<br />treatment, to enhance vertical penetration of the chemicals.
<br />R 318.1.6 If soil treatment is used for subterranean termite prevention, chemical soil treatments shall
<br />also be applied under all exterior concrete or grade within 1 foot (305 mm) of the primary structure
<br />sidewalls. Also, a vertical chemical barrier shall be applied promptly after construction is completed,
<br />including initial landscaping and irrigation/sprinkler installation. Any soil disturbed after the chemical
<br />vertical barrier is applied shall be promptly retreated.
<br />R 318.1.7 If a registered termiticide formulated and registered as a bait system is used for
<br />subterranean termite prevention, Sections 1816.1.1through 1816.1.6 do not apply; however, a signed
<br />contract assuring the installation, maintenance and monitoring of the baiting system for a minimum of
<br />5 years from the issue of the Certificate of Occupancy shall be provided to the building official prior to
<br />the pouring of the slab, and the system must be installed prior to final building approval.
<br />If the baiting system directions for use require a monitoring phase prior to installation of the
<br />pesticide active ingredient, the installation of the monitoring phase components shall be
<br />deemed to constitute installation of the system.
<br />R 318.1.8 If a registered termiticide formulated and registered as a wood treatment is used
<br />for subterranean termite prevention, Sections 1816. 1.1 through 1816.1.6 do not apply.
<br />Application of the wood treatment termiticide shall be as required by label directions for use,
<br />and must be completed prior to final building approval.
<br />R 318.2 Penetration.
<br />Protective sleeves around piping penetrating concrete slab on grade floors shall not be of cellulose
<br />containing materials. If soil treatment is used for subterranean termite protection, the sleeve shall
<br />have a maximum wall thickness of 0.010 inch (0.254 mm), and be sealed within the slab using a non-
<br />corrosive clamping device to eliminate the annular space between the pipe and the sleeve. No
<br />termiticides shall be applied inside the sleeve.
<br />R 318.3 Cleaning.
<br />Cells and cavities in masonry units and air gaps between brick, stone or masonry veneers and the
<br />structure shall be cleaned of all non preservative - treatment or non naturally durable wood. or other
<br />cellulose - containing material prior to concrete placement.
<br />Exceptions: Inorganic material manufactured for closing cells in foundation concrete masonry unit
<br />construction or clean earth placed in concrete masonry unit voids below slab level termite treatment is
<br />performed.
<br />R 318.4 Concrete bearing ledge.
<br />Brick, stone or other veneer shall be supported by a concrete bearing ledge at least equal to the total
<br />thickness of the brick, stone pr other veneer which is poured integrally with the concrete foundation.
<br />No supplemental concrete foundation pours which create a hidden cold joint shall be used without
<br />supplemental treatment in the foundation unless there is an approved physical barrier. An approval
<br />physical barrier shall also be installed from below the wall sill plate or first block course horizontally to
<br />embed in a mortar joint. If masonry veneer extends below grade, a termite protective treatment must
<br />be applied to the cavity created between the veneer and the foundation, in lieu of a physical barrier.
<br />Exception: Veneer supported by a structural member secured to the foundation sidewall in
<br />accordance with ACI 530/ASCE 5/TMS 402, provided at least 6 inch (152 mm) clear inspection space
<br />of the foundation sidewall exterior exists between the veneer and the top of any soil, sod, mulch or
<br />other landscaping component, deck, apron, porch, walk or any other work immediately adjacent to or
<br />adding the structure.
<br />R 318.5 Protection against decay and termites.
<br />Condensate lines, irrigation / sprinkler system risers for spray heads, and roof downspouts shall
<br />discharge at least 1 foot (305 mm) away from the structural sidewall, weather by underground piping,
<br />tail extensions or splash blocks. Gutters with downspouts are required on all buildings with eves of
<br />less than 6 inches (152 mm) horizontal projection except for gable end rakes or on a roof above
<br />another roof.
<br />R 318.6 Preparation of building site and removal of debris.
<br />R 318.6.1 All building sites shall be graded to provide drainage under all portions of the building not
<br />occupied by basements.
<br />R 318.6.2 The foundation and the area encompassed within 1 foot (305 mm) therein shall have all
<br />vegetation, stumps, dead roots cardboard, trash and foreign material removed and the fill material
<br />shall be free of vegetation and foreign material. The fill shall be compacted to assure adequate
<br />support of the foundation.
<br />R 318.6.3 After all work is completed, loose wood and debris shall be completely removed from
<br />under the building and within 1 foot (305 mm) thereof. All wood forms and supports shall be
<br />completely removed. This includes, but is not limited to: wooden grade stakes, forms, contraction
<br />spacers, tub trap boxes, plumbing supports, bracing, shoring, forms or other cellulose - containing
<br />material placed in any location where such materials are not clearly visible and readily removable
<br />prior to completion of the work. Wood shall not be stored in contact with the ground under the
<br />building.
<br />R 318.7 Inspection for termites.
<br />In order to provide for inspection for termite infestation, clearance between exterior wall coverings
<br />and final earth grade on the exterior of a building shall not be less than 6 inches (152 mm).
<br />Exceptions:
<br />I . Paint or decorative cementitious finish less than 5/8 inch (17.1 mm) thick adhered directly to the
<br />masonry 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. 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
<br />finish floor elevations on masonry construction only.
<br />5. Masonry veneers constructed in accordance with Section R318.4.
<br />R 318.8 Foam plastic protection.
<br />In areas where the probability of termite infestation is "very heavy", as indicated in Figure R301.2(6)
<br />extruded and expanded polystyrene, polyisocya n u rate and other foam plastics shall not be installed
<br />on the exterior face or under interior or exterior grade and exposed earth shall be at least 6 inches
<br />(152 mm).
<br />Exceptions:
<br />1. Buildings where the structural members of the walls, floors, ceilings and roofs are entirely of
<br />noncombustible material or pressure -preservative -treated wood.
<br />2. When in addition to the requirements of Section R318.1, an approved method of protecting the
<br />foam plastic and structure from subterranean termite damage is used.
<br />3. On the interior side of basement walls.
<br />COMPONENT AND CLADDING LOADS (psf)
<br />EFFECTIVE WIND AREA (square feet)
<br />Zone
<br />10
<br />20
<br />50
<br />100
<br />1
<br />+28.5 / -39.3
<br />+26.9 / -38.5
<br />+24.7 / -37.4
<br />+23.1 / -36.6
<br />2
<br />+28.5 / -71.9
<br />+26.9 / -66.2
<br />+24.7 / -58.6
<br />+23.1 / -52.9
<br />3
<br />+28.5 / -71.9
<br />+26.9 / -66.2
<br />+24.7 / -58.6
<br />+23.1 / -52.9
<br />4
<br />+42.1 / -44.8
<br />+40.6 / -43.3
<br />+38.7 / -41.4
<br />+37.3 / -40.0
<br />5
<br />+28.5 / -52.9
<br />+40.6 / -50.0
<br />+38.7 / -46.2-
<br />+37.3 / -43.3
<br />NOTES:
<br />1. For effective areas or wind speeds between those given above the load may be interpolated.
<br />Otherwise use the load associated with the lower effective area.
<br />2. Table values shall be adjusted for height and exposure by multiplying by adjustment
<br />coefficients in table R 301.2 (2) of the Florida Building Code 5th Edition 2014 Residential,
<br />3. Plus and minus signs signify pressures acting toward and away from the building surface.
<br />STRUCTURAL NOTES,
<br />Connection
<br />Joist to band joist, face nail
<br />Joist to sill or girder, toe nail
<br />Bridging to joist, toe nail each end
<br />Ledger strip
<br />Sole plate to joist or blocking, face nail
<br />Top or sole plate to stud, end nail
<br />Stud to sole plate, toe nail
<br />Double studs, face nail
<br />Double top plates, face nail
<br />Continuous header, two pieces
<br />Ceiling joists to plate, toe nail
<br />Ceiling joists, laps over partitions, face nail
<br />Ceiling joists to parallel rafters, face nail
<br />Rafter to plate, toe nail
<br />Built up corner studs
<br />Built-up girders and beams, of three members
<br />Wood Structural Panel / Subflooring 19/32" or 3/4"
<br />Wood Structural Panel / Roof & Wall Sheathing
<br />Gypsum Wallboard
<br />1/2"
<br />5/8"
<br />3 tab asphalt roofing shingles
<br />Fastener
<br />16d common
<br />8d common
<br />8d common
<br />16d common
<br />16d common
<br />16d common
<br />8d common
<br />1 Od common
<br />10d common
<br />16d common
<br />8d common
<br />8d common
<br />16d common
<br />10d common
<br />1 Od common or
<br />1 Od hot dipped galv. box nails
<br />8d common or
<br />8d hot dipped galv. box nails
<br />1 3/8" drywall nail
<br />1 1/2" drywall nail
<br />1 %" min. 11 ga. GaIv. nails
<br />with min. 3/8" diameter head
<br />Number of Spacing
<br />3
<br />3
<br />2
<br />3 at each joist
<br />16" o.c.
<br />2
<br />4
<br />24" o.c.
<br />16" o.c.
<br />16"o.c. along each edge
<br />3
<br />3-16 or 4-1 Od common
<br />3
<br />247'o.c.
<br />32" o.c. at top and bottom and
<br />staggered 2 ends and at each splice
<br />6" o.c. edges and
<br />12" o.c. intermediate
<br />6" o.c. edges and
<br />6" o.c- intermediate
<br />7" o.c. on ceilings
<br />8"' o.c. on walls
<br />7" o.c. on ceilings
<br />81' o.c. on walls
<br />6 fasteners per shingle
<br />CODES:
<br />1. 1. Current edition of The Florida Building Code 5th Edition 2014 Residential.
<br />1.2. Building code requirements for reinforced concrete (ACI 318.06).
<br />1.3. American Society of Civil Engineers minimum design loads for buildings and other
<br />structures Chapter 46 (ASCE 7-10).
<br />2. SOILS:
<br />2.1. Minimum allowable soil pressure 1,500 PSF. See Table R401.4.1 for specific soil
<br />presumptive load bearing values of foundation materials.
<br />3. CONQRETE:
<br />3.1. Concrete compressive strength at 28 days: 2,500 PSI (Normal weight).
<br />3.2. Reinforcing bars: ASTM A615 (Grade 60).
<br />3.3. Welded wire fabric (WWF): ASTM A 185.
<br />3.4. Detail reinforcement in accordance with ACI 315.
<br />3.5. Concrete coverage of reinforcement: Footings 3; bottom and sides.
<br />3.6. Earth supported slabs.- (Including exterior walk and driveway slabs) 3 Y2" thick,
<br />reinforced with 6 x 6 - 10 x 10 WWF at mid depth of slab. Fiber -mesh may be used in
<br />lieu of WWF at contractor's option.
<br />3.7. Concrete operators shall comply with ACI standards.
<br />3.8. Lap splice shall be as follows: #5 bar 25"; #4 bar 20" and #3 bar 15".
<br />4. MASONRY:
<br />4.1 Design and construction shall conform to the specification of the National Concrete
<br />Masonry Association and ACI 530.
<br />4.2 Minimum masonry unit strength: fm 1,900 PSI.
<br />4,3 Mortar shall be type "S" or "M'.
<br />4.4 All block cells and cavities below grade shall be filled with concrete when sternwall is
<br />greater than 24" tall above grade.
<br />5. WOOD:
<br />5.1 Wood structural framing members- #2 Southern Yellow Pine (unless noted otherwise)
<br />with an allowable bending stress (fb) per NDS-91 = 1250 PSI and a modulus of
<br />elasticity = 1,600,000 PSI.
<br />5.2 All exposed wood or wood in contact with earth or concrete to be pressure treated.
<br />5.3 Roof sheathing: 1/2" C-D grade plywood (or 15/32" OSB) under 30# felt under 240#
<br />fiberglass shingles.
<br />5A Untreated wood shall not be in direct contract with concrete. Seat plates shall be
<br />provided at bearing locations without wooden top plates.
<br />STRUCTURAL DESIGN CRITERIA
<br />8reas:
<br />Dwelling Floors:
<br />Liye Loads:
<br />40 PSF
<br />Dead Loads:
<br />10 PSF
<br />Balconies:
<br />60 PSF
<br />10 PSF
<br />Guardrails / Handrails:
<br />200 PSF
<br />10 PSF
<br />Balusters:
<br />50 PSF
<br />10 PSF
<br />Shingle Roof:
<br />20 PSF
<br />10 PSF
<br />Built-up Flat Roof:
<br />20 PSF
<br />10 PSF
<br />Tile Roof-
<br />25 PSF
<br />15 PSF
<br />GENERALNOTES:
<br />1 All work shall conform with the latest adopted edition of the Florida Building
<br />Code. Mechanical Code, Plumbing Code, The National Electrical Code and all
<br />applicable codes and regulations, local, city, state, federal, safety board of fire
<br />underwriters and fire department.
<br />2. Workmanship shall be equal to the best trade practices.
<br />3. All installations of manufacture's specifications shall be in exact compliance
<br />with manufacture's printed instructions.
<br />4. Contractor and / or owner shall verify all existing conditions and dimensions
<br />before any phase of construction is to commence. Daniel M. Ossman Drafting
<br />Service is NOT responsible for any errors in dimensions.
<br />5. Contractor and / or owner shall coordinate all work between site, building
<br />electrical, mechanical and plumbing before each phase of construction begins.
<br />6. DO NOT SCALE PLANS.
<br />REVISIONS
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<br />MASTER
<br />DAT��
<br />JULY 1, 2015
<br />r__ -
<br />:).R A W N Wf
<br />Daniel M. Ossman
<br />1' N 0
<br />S-1
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