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5TRUCTURAL DESIGN CRITERIA
<br />Areas:
<br />Live Loads: Dead Loads:
<br />Dwelling Floors:
<br />40 PSF
<br />10 P5F
<br />Balconies:
<br />b0 P5F
<br />10 PSF
<br />Guardrails / Handrails:
<br />200 PSF
<br />10 P5F
<br />Balusters:
<br />50 PSF
<br />10 P5F
<br />Shingle Roof:
<br />20 P5F
<br />10 P5F
<br />Built-up Flat Roof:
<br />20 P5F
<br />10 PSF
<br />Tile Roof:
<br />25 P5F
<br />15 P5F
<br />GENERAL NOTES:
<br />1. All work shall conform with the latest adopted edition of the Florida Building Code,
<br />Mechanical Code, Plumbing Code, The National Electrical Code and all applicable codes and
<br />regulations, local, city, state, federal, safety board of fire 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 with
<br />manufacture's printed instructions.
<br />4. Contractor and / or owner shall verify all existing conditions and dimensions before any
<br />phase of construction is to commence.
<br />5. Contractor and / or owner shall coordinate all work between site, building electrical,
<br />mechanical and plumbing before each phase of construction begins.
<br />6. DO NOT SCALE PLANS.
<br />HAZARDOUS LOCATIONS
<br />2406.4 Hazardous Locations. The following shall be considered specific hazardous locations for the
<br />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 bi-fold
<br />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, bathtubs and showers.
<br />Glazing in any part of a building wall enclosing these compartments where the bottom exposed edge of
<br />the glazing is less than 60 inches, (1524mm ) above such standing surface.
<br />6. Glazing in an individual fixed or operable panel adjacent to a door where the nearest
<br />vertical edge is within a 24-inch ( 610 mm ) arc of either vertical edge of the door in a closed
<br />position and where the bottom edge of the glazing is less than 60 inches ( 1524mm ) above the
<br />walking surface.
<br />Exceptions:
<br />1. Panels where there is Intervening wail or other permanent barter between the door and glazing.
<br />2. Where access through the door is to a closet or storage area 3 feet ( 914 mm ) or less in depth.
<br />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 than the well
<br />towards which the door swings when opened, In one and two family dwellings or within dwelling units
<br />in Group R-2.
<br />7. Glazing In an Individual fixed or operable panel, other than those locations described in
<br />preceding Items 5 and 6, which meets all of the following conditions:
<br />T 1. Exposed area of an individual pane greater than 9 sq. ft. (0.84 m2 );
<br />1.2. Exposed bottom edge less than 18 inches ( 451 mm) above the floor,
<br />1.3. Exposed top edge greater than 36 Inches ( 914 mm) above the floor, and
<br />1.4. One or more walking surface (s) within 36 inches ( 914 mm )
<br />horizontally of the plane of the glazing.
<br />Exceptions: Safely glazing of Items 7 is not required for the following installations:
<br />1. A protective bar 1 1/2 inches ( 38 mm ) or more in height, capable of withstanding a horizontal
<br />load of 50 pif ( 730 N/m ) without contacting the glass, is installed on the accessible sides of
<br />the glazing 34 Inches
<br />( 864 mm to 965 mm ) above the floor.
<br />2. The outboard pane in insulating glass units or multiple glazing where the bottom exposed edge of
<br />the glass is 25 feet (1620 mm ) or more above any grade, roof, walking surface or other horizontal
<br />or sloped (within 45 degrees ( 0.78 red ) of horizontal ) surface adjacent to the glass exterior.
<br />8. Glazing in guards and railings, Including structural baluster panels and nonstructural
<br />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 and spas
<br />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 mm ) above the walking surface on the pool or spa side of the glazing; and
<br />9.2. The glazing is within 60 Inches ( 1524 mm ) horizontally of the waters edge of a swimming
<br />pool or spa.
<br />10. Glazing adjacent to stairways, landings and ramps within 36 Inches ( 914
<br />mm ) horizontally of a walking surface; when the exposed surface of the glass Is less than 60
<br />inches ( 1524 mm ) above the plane of the adjacent walking surface.
<br />11. Glazing adjacent to stairways within b0 inches ( 1524 mm ) horizontally of the bottom tread
<br />of a stain,uay in any direction when the exposed surface of the glass Is less than 60 Inches ( 1524
<br />mm ) above the nose of the tread.
<br />Exceptions: Safety glazing for Item 10 or 11 is not required for the following installations
<br />where:
<br />1. The side of a stalmey, landing or ramp which has a guard or handrail, Including balusters or
<br />InAll panels, complying with the provisions of Section
<br />1013 and 1607.7; and
<br />2. The plane of the glass is greater than 18 inches ( 457 mm ) from railings.
<br />2406.4.1 Exceptions. The following products, materials and uses shall not be considered specific
<br />hazardous locations:
<br />1. Openings In doors through which a 3 inch ( 76 mm ) sphere is unable to pass.
<br />2. Decorative glass in Section 2406.4. Item 1, 6 or T
<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 />1. Mirrors and other glass panels mounted or hung on a surface that provides a continuous backing
<br />support.
<br />2406.5 Fire department access panels. Fire department glass access panels shall be tempered glass.
<br />For insulating glass units, all panes shall be tempered glass.
<br />CONNECTION 50HEOULE
<br />Manufacturer
<br />Name
<br />Model No.
<br />FL Product Approval
<br />Location / Use
<br />SIMPSON
<br />"HETA-20"
<br /># 11473.3
<br />AT ALL TRUSS / MASONTY YVAL-L CONNECTIONS
<br />SIMPSON
<br />"MT5-12"
<br /># 10456.8
<br />AT ALL RAFTER / FRAMEWALL CONNECTIONS
<br />51MP50N
<br />"L5TA-3b"
<br /># 10852.b
<br />EMBEDDED IN BLOCK CELL MORTA
<br />TO STRAP DOWN P.T. WOOD BEAMS
<br />ON TOP OF GONG. BLOCK COLUMNS
<br />51MP50N
<br />"H10"
<br /># 10456.3
<br />AT ALL WALL PLATEWRAFTER5
<br />SIMPSON
<br />"EGGbb"
<br /># 10860.3
<br />GAP LUMBER BEAM CORNERS ON P.T. POST
<br />51MP50N
<br />"ECCLR"
<br /># 13904.3
<br />GAP LUMBER BEAM CORNERS ON P.T. POST
<br />SIMP50N
<br />Wr Angle
<br /># 10446.1
<br />ANCHOR P.T. WOOD POSTS ON TOP PLYWOOD FLOOR
<br />SIMPSON
<br />"5P2"
<br /># 10456.11
<br />0 TOP PLATES
<br />SIMPSON
<br />615101"
<br /># 10456.11
<br />0 BOTTOM PLATE
<br />SIMPSON
<br />11ABA66"
<br /># 10860.2
<br />ANCHOR P.T. POSTS ON TOP OF NEW
<br />CONCRETE FOOTER SLAB.
<br />SIMPSON
<br />"HH4"
<br /># 10446.9
<br />USE 16d Nails W/ "HH4" TO ATTACH
<br />FLOOR BEAM TO P.T. WOOD P05T
<br />51MPSON
<br />"HGU548"
<br /># 10655.4
<br />USE 16d Nails W/ "HGU548" TO
<br />ATTACH FLOOR BEAM TO FRAME
<br />WALL BASE BOARD
<br />SIMPSON
<br />"HU528"
<br /># 10655.24
<br />HEAVY DUTY J015T HANGER -AT ALL
<br />PERPENDICULAR CONTACTS TO SECURE
<br />FLOOR JOISTS TO WALL. LEDGER BOARD
<br />51MP50N
<br />"MBHA3.56/9.25"
<br /># 13904.5
<br />AT BEAM/BLOCKWALL CONNECTION
<br />Note:
<br />1. Any products that are substituted, must meet or exceed products specified. Contractor
<br />"must" provide data to building inspector at time of inspection.
<br />Residential 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 316.1.2 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 515.1.3 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 b 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
<br />to 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 mm) 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 318.1.1 If a registered termiticide formulated and registered as a bait system is used for subterranean
<br />termite prevention, Sections 1816.1.1through 1816.1.6 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 316.2 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
<br />noncorrosive clamping device to eliminate the annular space between the pipe and the sleeve.
<br />No termiticides shall be applied inside the sleeve.
<br />SOIL 15 TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1551- 91.
<br />STRUCTURAL NOTES:
<br />1. CODES:
<br />1.1 Current edition of The Florida Building Code Residential 20201th Edition.
<br />1.2 Building code requirements for reinforced concrete (AGI 318.06).
<br />1.3 American Society of Civil Engineers minimum design loads for buildings and
<br />other structures (A5CE 1.10).
<br />2. SOILS:
<br />2.1 Assumed allowable soil pressure 1,500 PSI.
<br />3. CONCRETE:
<br />3.1 Concrete compressive strength at 28 days: 3,000 PSI (Normal weight).
<br />3.2 Reinforcing bars: A5TM A615 (Grade 60).
<br />3.3 Welded wire fabric (WWF): A5TM A185.
<br />3.4 Detail reinforcement in accordance with AGI 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
<br />W thick, reinforced with 6 x 6 -10 x 10 WWF at mid depth of slab.
<br />Fiber -mesh may be used in lieu of WWF at contractor's option.
<br />3.1 Concrete operators shall comply with AGI 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
<br />National Concrete Masonry Association and AGI 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
<br />when stem wail is greater than 24" tall above grade.
<br />5. WOOD:
<br />5.1 Wood structural framing members: #2 Southern Yellow Pine (unless noted
<br />otherwise) with an allowable bending stress (fb) per ND5-91 = 1,250 P51
<br />and a modulus of elasticity = 1,600,000 1*51.
<br />5.2 All exposed wood or wood in contact with earth or concrete to be pressure
<br />treated.
<br />5.3 Roof sheathing: 1 /2" G-D grade plywood (or 15/32" 055) under 30#
<br />felt under 240# fiberglass shingles.
<br />5.4 Untreated wood shall not be in direct contract with concrete. Seat
<br />plates shall be provided at bearing locations without wooden top plates.
<br />WIND PRESSURES AS PER FBC 2020 FOR EXPOSURE B AT 140 MPH
<br />WINDS(LRFD)
<br />Zone
<br />10
<br />+ -
<br />20
<br />+ -
<br />+
<br />50
<br />-
<br />100
<br />+ -
<br />1
<br />19.52
<br />-30.4
<br />17.76
<br />-28.8
<br />16
<br />-28.8
<br />16
<br />-27.2
<br />2
<br />19.52
<br />-52.8
<br />17.76
<br />-49.6
<br />16
<br />-43.2
<br />16
<br />-38.4
<br />3
<br />19.52
<br />-78.4
<br />17.76
<br />-73.6
<br />16
<br />-67.2
<br />16
<br />-62.4
<br />4
<br />29.5
<br />-31.9
<br />28.2
<br />-30.6
<br />26.5
<br />-28.9
<br />25.1
<br />-27.6
<br />5
<br />1 29.5
<br />-39.3
<br />28.2
<br />-36.7
<br />26.5
<br />-33.2
<br />25.1
<br />-30.6
<br />ZONE 1 = ROOF INTERIOR
<br />ZONE 2 = ROOF EDGE STRIP
<br />ZONE 3 = ROOF CORNER
<br />ROOF SHEATHING FASTENING SCHEDULE
<br />6'-0" STRIP
<br />8d RING -SHANK NAILS AT 6" O.G.
<br />AROUND
<br />AT EDGES AND
<br />PERIMETER
<br />INTERMEDIATE SUPPORTS.
<br />8d NAILS AT 6" O.G. AT EDGES AND
<br />INTERIOR
<br />INTERMEDIATE SUPPORTS.
<br />GABLE ROOFS
<br />10"<0s45'*
<br />ZONE 4 = WALL INTERIOR
<br />ZONE 5 = WALL CORNER
<br />BUILDING DIMENSIONS
<br />DIM
<br />a
<br />6 feet
<br />b
<br />21 feet, 9 Inches
<br />c
<br />4 slope
<br />d
<br />4 feet
<br />e
<br />4 feet
<br />h
<br />20 feet, 0 Inches
<br />s
<br />12:4 slope
<br />�%
<br />� A
<br />1 On -i; 0 :s 450
<br />HIP ROOFS
<br />104,c 8 & 300
<br />DE516N WIND CRITERIA
<br />(FBC 2020 7th E0.)
<br />BASK WIND SPEED M:
<br />140 MPH
<br />BUILDING CLASSIFICATION
<br />11
<br />WIND IMPORTANCE
<br />1.0
<br />FACTOR (1):
<br />WIND EXPOSURE:
<br />B
<br />INTERNAL PRESSURE
<br />COEFFICIENT (GGpl)
<br />+/_ 0.18
<br />DESIGN WIND PRESSURE FOR
<br />EXTERIOR COMPONENT 8 CLADDING
<br />MATERIALS:
<br />TAB.6 - 35 ASCE 1-10
<br />DOORS
<br />41.15 PSF
<br />WINDOWS
<br />49.25 PSF
<br />NOTE: THIS BUILDING HAS BEEN DESIGNED TO RESIST
<br />WIND INDUCED SHEAR AND UPLIFT FORGES, AS
<br />SPECIFIED TO COMPLY WITH THE FLORIDA BUILDING
<br />CODE, 2020 RESIDENTIAL 7th EDITION, SECTION R
<br />301.2.(1) WITH A 3 SECOND WIND GUST
<br />100 0!5 30°
<br />For S1:1 foot = 304.8 mmd 1 degree = 0.017.5 rad_
<br />Note: a = 4 feel[ in all cases.
<br />FIGURE R301r2M
<br />COMPONENT AND CLADDING PRESSURE ZONES
<br />i
<br />A.
<br />LICENSE
<br />No 4743 ,.
<br />.ow -�-
<br />�i STATE OF e'
<br />�i FLORIDA
<br />This Item has been electronically signed and
<br />sealed by Ram Goei using a Digital
<br />Signature and date. Printed copies of this
<br />document are not considered signed and
<br />sealed and signature must be verified on any
<br />electronic copies
<br />Dig" sows by Ram Goel
<br />DN:
<br />E-Soneyhmllceyahoo. com,
<br />Ram GoelONmEam�,
<br />OUmENGINEERING,
<br />0--Sony FM LLC,
<br />L=Tampa, S-FWWa, C-US
<br />Date: 2022.0e.11
<br />Ia12:21-" y
<br />I HEREBY CERTIFY THAT I HAVE REVIEWED
<br />AND SUPERVISED THE ATTACHED DESIGN
<br />AND FOUND IT TO BE IN COMPLIANCE WITH
<br />THE 2020 F.B.G. RESIDENTIAL TTH EDITION
<br />DR. RAM A. GOEL, P.E.(#41431)
<br />50NEY FM LLC, GA # 9146
<br />GORY LAKE PROFESSIONAL CENTER
<br />10529 CROSS CREEK BLVD., SUITE P
<br />TAMPA, FL 35641 Ph: 813-293-1868
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