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HAZARDOUS LOCATIONS
<br />2406.4 Hazardous Locations. The following shall be considered specific hazardous
<br />locations for the purposes of glazing:
<br />1. Glazing in swinging doors except jalousies ( see Section 2406.4.1 ).
<br />2. Glazing in fixed sliding panels of sliding door assemblies and panels in sliding and
<br />bi-fold closet door assemblies.
<br />3. Glazing in storm doors.
<br />4. Glazing in all unframed swinging doors.
<br />5. Glazing in doors and enclosures for hot tubs, whirlpools, saunas, steam rooms,
<br />bathtubs and showers. Glazing in any part of a building wall enclosing these
<br />compartments where the bottom exposed edge of the glazing is less than 60 inches,
<br />( 1524mm ) above such standing surface.
<br />6. Glazing in an individual fixed or operable panel adjacent to a door where the
<br />nearest vertical edge is within a 24-inch ( 610 min ) arc of either vertical edge of the
<br />door in a closed position and where the bottom edge of the glazing is less than 60
<br />inches ( 1524mm) above the walking surface.
<br />Exceptions:
<br />1. Panels where there is intervening wall or other permanent barrier between
<br />the door and glazing.
<br />2. Where access through the door is to a closet or storage area 3 feet ( 914 min ) or
<br />less in depth. Glazing in this application shall comply with Section 2406.4, Item 7.
<br />3. Glazing in walls perpendicular to the plan of the door in a closed position, other
<br />than the wall towards which the door swings when opened, in one and two family
<br />dwellings or within dwelling units in Group R-2.
<br />7. Glazing in an individual fated or operable panel, other than those locations
<br />described in preceding Items 5 and 6, which meets all of the following conditions:
<br />7.1. Exposed area of an individual pane greater than 9 sq. ft. ( 0.84 m2 );
<br />7.2. Exposed bottom edge less than 18 inches ( 457 min above the
<br />floor;
<br />7.3. Exposed top edge greater than 36 inches ( 914 min above the
<br />floor; and
<br />7.4. One or more walking surface (s) within 36 inches ( 914 min )
<br />horizontally of the plane of the glazing.
<br />Exceptions: Safety glazing of Items 7 is not required for the following
<br />installations:
<br />1. A protective bar 1 1/2 inches ( 38 min ) or more in height, capable of
<br />withstanding a horizontal load of 50 plf ( 730 N/m ) without contacting
<br />the glass, is installed on the accessible sides of the glazing 34 inches
<br />( 864 min to 965 min ) above the floor.
<br />2. The outboard pane in insulating glass units or multiple glazing
<br />where the bottom exposed edge of the glass is 25 feet ( 7620 min ) or
<br />more above any grade, roof, walking surface or other horizontal or
<br />sloped (within 45 degrees ( 0.78 rad ) of horizontal ) surface adjacent to
<br />the glass exterior.
<br />8. Glazing in guards and railings, including structural baluster panels and
<br />nonstructural in -fill panels, regardless of area or height above a walking surface.
<br />9. Glazing in walls and fences enclosing indoor and outdoor swimming pools, hot tubs
<br />and spas where all of the following conditions are present:
<br />9.1. The bottom edge of the glazing on the pool or spa side is less than
<br />60 inches ( 1524 min )-above the walking surface on the pool or spa side
<br />of the glazing; and
<br />9.2. The glazing is within 60 inches ( 1524 min ) horizontally of the
<br />water's edge of a swimming pool or spa.
<br />10. Glazing adjacent to stairways, landings and ramps within 36 inches ( 914 min )
<br />horizontally of a walking surface; when the exposed surface of the glass is less than
<br />60 inches ( 1524 min ) above the plane of the adjacent walking surface.
<br />11. Glazing adjacent to stairways within 60 inches ( 1524 min ) horizontally of the
<br />bottom tread of a stairway in any direction when the exposed surface of the glass is
<br />less than 60 inches ( 1524 min ) above the nose of the tread.
<br />Exceptions: Safety glazing for Item 10 or 11 is not required for the following
<br />installations where:
<br />1. The side of a stairway, landing or ramp which has a guard or handrail,
<br />including balusters or in -fill panels, complying with the provisions of Section 1013
<br />and 1607.7; and
<br />2. The plane of the glass is greater than 18 inches ( 457 min ) from railings.
<br />2406.4.1 Exceptions. The following products, materials and uses shall not be
<br />considered specific hazardous locations:
<br />1. Openings in doors through which a 3 inch ( 76 min sphere is unable
<br />to pass.
<br />2. Decorative glass in Section 2406.4, Item 1, 6 or 7.
<br />3. Glazing materials used as curved glazed panels in revolving doors.
<br />4. Commercial refrigerated cabinets glazed doors.
<br />5. Glass block panels complying with Section 2101.2.5.
<br />6. Louvered windows and jalousies complying with the requirements of
<br />Section 2403.5.
<br />7. Mirrors and other glass panels mounted or hung on a surface that
<br />provides a continuous backing support.
<br />2406.5 Fire department access panels. Fire department glass access panels shall be
<br />tempered glass. For insulating glass units, all panes shall be tempered glass.
<br />Termite Protection
<br />R 318.1 Termite Protection. Termite protection shall be provided by registered termiticides, including soil
<br />applied pesticides, baiting systems and pesticides applied to wood, or other approved methods of termite
<br />protection 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 contains
<br />the following statement: "The building has received a complete treatment for the prevention of
<br />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 treatment
<br />inside the foundation perimeter shall be done after all excavation, backfilling and compaction is
<br />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 out
<br />or formed for the subsequent installation of plumbing traps, drains or any other purpose shall be created
<br />by using plastic or metal permanently placed forms of sufficient depth to eliminate any planned soil
<br />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, retreatment is required. Any work, including placement of reinforcing
<br />steel, done after chemical treatment until the concrete floor is poured, shall be done in such manner as to
<br />avoid penetrating or disturbing treated soil.
<br />R 318.1.5 If soil treatment is used for subterranean termite prevention, concrete overpour 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 also
<br />be applied under all exterior concrete or grade within 1 foot (305 min) of the primary structure sidewalls.
<br />Also, a vertical chemical barrier shall be applied promptly after construction is completed, including
<br />initial landscaping and irrigation/sprinkler installation. Any soil disturbed after the chemical vertical
<br />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 subterranean
<br />termite prevention, Sections 1816.1.Ithrough 1816,1.E do not apply; however, a signed contract assuring
<br />the installation; maintenance and monitoring of the baiting -system for a minimum of 5 years from the
<br />issue of the Certificate of Occupancy shall be provided to the building official prior to the pouring of the
<br />slab, and the system must be installed prior to final building approval. If the baiting system directions
<br />for use require a monitoring phase prior to installation of the pesticide active ingredient, the installation
<br />of the monitoring phase components shall be 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 for
<br />subterranean termite prevention, Sections 1816.1.1 through 1816.1.6 do not apply. Application of the
<br />wood treatment termiticide shall be as required by label directions for use, and must be completed prior
<br />to final building approval. Changes in framing or additions to framing in areas of the structure requiring
<br />treatment that occur after the initial wood treatment must be treated prior to final building approval.
<br />R 318.2 Pentration. Protective sleeves around piping penetrating concrete slab on grade floors shall not
<br />be of cellulose containg materials. If soil treatment is used for subterranean termite protection, the sleeve
<br />shall 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 termiticides
<br />shall be applied inside the sleeve.
<br />SOIL IS TO BE COMPACTED TO 95 o MODIFIED PROCTOR AS DEFINED BY ASTM D 1557- 91.
<br />I
<br />Dwelling Floors:
<br />40 PSF
<br />Balconies:
<br />60 PSF
<br />Guardrails / Handrails:
<br />200 PSF
<br />Balusters:
<br />50 PSF
<br />Shingle Roof:
<br />20 PSF
<br />Built-up Flat Roof:
<br />20 PSF
<br />Tile Roof:
<br />25 PSF
<br />1•:� jr, "M
<br />10 .PSF
<br />10 PSF
<br />10 PSF
<br />10 PSF
<br />10 PSF
<br />10 PSF
<br />15 PSF
<br />GENERAL NOTES:
<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 inexact 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.
<br />5. Contractor and / or owner shall coordinate all work between site, building
<br />electrical, mechanical and plumbing before eachphase of construction begins.
<br />6. DO NOT SCALE PLANS.
<br />These plans may not be reproduced in any
<br />manner witiiout the written conksent of
<br />Daniel M. 0ssnvian Drafting S rvice
<br />Any reproduction or unauthorized use
<br />of plans is prohibited by law.
<br />© Daniel M. Ossman Drafting Service.
<br />STRUCTURAL NOTES
<br />1. CODES.
<br />1.1 Current edition of The Florida Building Code 2010 Residential Edition.
<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 (ASCE 7,05).
<br />2. SOILS:
<br />2.1 Minimum allowable soil pressure 2,500 PSI.
<br />3. CONCRETE*
<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 A185.
<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 '/x", thick, reinforced
<br />with 6 x 6 - 10 x 10 WWF at mid depth of slab. Fiber -mesh may be used in lieu of WWF at
<br />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: fin 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 stemwall 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) with
<br />an allowable bending stress (fb) per NDS-91 = 1,250 PSI and a modulus of elasticity =
<br />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 />5.4 Untreated wood shall not be in direct contract with concrete. Seat plates shall be provided
<br />at. bearing locations without wooden top plates.
<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 I -58.6
<br />+23.1 l -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 / -5.0.0
<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 2010 Residential Edition.
<br />3. Plus and minus signs signify pressures acting toward and away from the building surface.
<br />STRUCTURAL NOTES
<br />Connection
<br />Fastener
<br />Number of Spacing
<br />Joist to band joist, face nail
<br />16d common
<br />3
<br />Joist to sill or girder, toe nail
<br />8d common
<br />3
<br />Bridging to joist, toe nail each end
<br />8d common
<br />2
<br />Ledger strip
<br />16d common
<br />3 at each joist
<br />Sole plate to joist or blocking, face nail
<br />16d common
<br />16" o.c.
<br />Top or sole plate to stud, end nail
<br />16d common
<br />2
<br />Stud to sole plate, toe nail
<br />8d common
<br />4
<br />Double studs, face nail
<br />10d common
<br />24" o.c.
<br />Double top plates, face nail
<br />10d common
<br />16" o.c.
<br />Continuous header, two pieces
<br />16d common
<br />a 16"o.c. along each edge
<br />Ceiling joists to plate, toe nail
<br />8d common
<br />3
<br />Ceiling joists, laps over partitions, face nail
<br />-
<br />Ceiling joists to parallel rafters, face nail
<br />-
<br />3-16 or 4-10d common
<br />Rafter to plate, toe nail
<br />8d common
<br />3
<br />Built up corner studs
<br />16d common
<br />24" o.c.
<br />Built-up girders and beams, of three members
<br />10d common
<br />32" o.c. at top and bottom and
<br />staggered 2 ends and at each splice
<br />Wood Structural Panel / Subflooring 19/32" or 3/4"
<br />10d common or
<br />6" o.c. edges and
<br />10d hot dipped galy. box nails
<br />12" o.c. intermediate
<br />Wood Structural Panel /Roof && Wall Sheathing
<br />8d common or
<br />6" o.c. edges and
<br />R. Thayer Hersom,
<br />8d hot dipped galv. box nails
<br />6" o.c. intermediate
<br />Architect
<br />P.O. Box 24331
<br />Gypsum Wallboard
<br />1 3/8" drywall nail
<br />7" o.c. on ceilings
<br />Tampa, Florida 33623
<br />Phone: 813-286-8175
<br />8" o.c. on walls
<br />(Fl. Reg. AR10528)
<br />1/2"
<br />1 '/Z" drywall nail
<br />7" o.c. on ceilings
<br />5/8"
<br />8" o.c. on walls
<br />3 tab asphalt roofing shingles
<br />1 '/4" min. 11 ga. Gale. nails
<br />6 fasteners per shingle
<br />with min. 3/8" diameter head
<br />REVISIONS
<br />NO
<br />DATE
<br />DESCRIPTION
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<br />JOB NO.
<br />MASTER
<br />DATE
<br />MARCH 15, 2012
<br />DRAWN BY
<br />DANIEL M. OSSMAN
<br />SHEET NO.
<br />S-1
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