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GENERAL STRUCTURAL SPECIFICATIONS
<br />General Notes:
<br />1. Roof overhang at sidewalls shall not exceed 4' -0 ".
<br />2. Rake overhang at gable endwolls sholl not exceed 12 ".
<br />I. GENERAL REQUIREMENTS
<br />A. Codes:
<br />1. Before final Drawings and Specifications are issued for construction,
<br />they shall be submitted to all governing agencies to insure
<br />their compliance with all applicable local and national codes.
<br />2. If code discrepancies are discovered during the construction process,
<br />the Engineer shall be notified and allowed ample time to remedy sold
<br />discrepancies.
<br />B. All contractors, subcontractors, suppliers and fabricators shall be
<br />responsible for the content of drawings, and for the supply and design of
<br />appropriate materials and work performance.
<br />C. All manufactured articles, materials and equipment shall be applied,
<br />installed, erected, used, cleaned, and conditioned in strict accordance with
<br />manufacturer's recommendations.
<br />D. All alternates are at the option of the owner and shall be at the builders
<br />request, constructed in addition to or in lieu of the typical construction,
<br />as indicated on drawings.
<br />E. Design Loads: .
<br />1 . Roof: .
<br />live load ....... 20 psf(minimum).
<br />dead load....... 10 psf (shingle).
<br />2. Floor:
<br />live load ...... 45 psf(minimum).
<br />dead load ..... 10 psf
<br />3. Soil Pressure .......... 2000 psf (assumed min.).
<br />II. SITEWORK
<br />A. Perform excavation, according to good common construction
<br />practices, to the lines, grades and elevations indicated on the
<br />drawings.
<br />B. Provide consistent compaction of the top 8" of subgrade, fill and backfill
<br />material beneath structures, walks and pavements to meet the stated soil
<br />pressure. Compaction test shall be performed.
<br />C. Provide soil treatment for termites as required.
<br />III. CONCRETE
<br />A. Provide reinforcement of the size and spacing shown on drawings. Steel
<br />reinforcing shall comply with the following criteria:
<br />1. Bars .................ASTM A615, grade 60, deformed bars.
<br />2. Welded wire fabric ... ASTM A185.
<br />B. Provide concrete complying with ASTM C94. Concrete shall have the
<br />following 28 day minimum compressive strengths:
<br />1. Concrete footings and piers .............2500 psi
<br />2. Concrete headers and tie beams .......... 2500 psi
<br />3. Concrete slabs on grade .................2500 psi
<br />C. Unless otherwise noted, all slabs on grade shall be 4" thick, reinforced with
<br />6x6x1O /10 WWM or Fibermesh and placed over 4" min. compacted fill. All
<br />interior slabs shall be over .006 polyethylene moisture barrier.
<br />D. Footing sizes shown are typical only for stated soil bearing pressure and
<br />consisted compaction. Contractor shall be responsible for footings
<br />complying with the design requirements of specific soil conditions.
<br />E. Provide 1/2" expansion joint material between all concrete slabs and
<br />abutting concrete or masonry wolls occurring in exterior or unheated areas.
<br />F. Stucco and Decorative Cement Application shall be in accordance with ASTM 926.
<br />IV, MASONRY
<br />A. Provide lightweight hollow 8" load— bearing concrete masonry units (CMU)
<br />complying with ASTM C90, 1900 psi, grade N, type I.
<br />B. Steel reinforcement shall comply with the following:
<br />1. Bars ...................ASTM A615, grade 60, formed bars.
<br />2. Wire joint reinf ....... ASTM A82, galvanized
<br />3. Footing dowels ...... ASTM A615, grade 60, deformed bars with 90 degree
<br />hook, 10 "long #5 & 14 "long for #7, with 6" minimum embedment and 25"
<br />lap #5, 35" lop #7 at:
<br />a. Building corners.
<br />b. Each side of openings more than 6' -0" in width.
<br />c. Ends of each shear wall segment.
<br />d. All other filled cells with vertical reinforcing.
<br />C. Provide mortar type "S" in accordance with ASTM C270.
<br />D. Provide grout in accordance with ASTM C476. Minimum compressive
<br />strength shall be 3000 psi unless otherwise noted,
<br />E. All anchor bolts shall be 1 /2 "D.x6"L. with 2" bend and 2" washers, spacing
<br />shall be as noted.
<br />F. Wire joint reinforcement shall be continuous and embedded in every 3rd
<br />CMU course. This only applies to unsupported walls.
<br />G. Masonry lintels shall bear minimum 4" on either side of opening.
<br />H. Bond beams or tie beams shall be provided at the top of each floor level of
<br />exterior masonry wolls.
<br />V. METALS
<br />A. All structural steel shall comply with appropriate ASTM specifications as
<br />follows: ASTM A36, ASTM A53, ASTM A501, ASTM A307 and ASTM
<br />A325.
<br />VI. WOOD AND PLASTICS
<br />A. Lumber shall comply with:
<br />1. "Product Use Manual" of the Western Wood Products Association for
<br />selection and use of products included in that manual.
<br />2. "Plywood Specification and Grade Guide" of the American Plywood
<br />Association.
<br />3. American Wood Preservers Association standards and recommendations
<br />for fire retardate and preservative pressure treated lumber and plywood.
<br />B. Provide lumber meeting or exceeding the following
<br />requirements:
<br />1. Framing members:
<br />a, Studs., ................ Hem —Fir, 19% Select Structural
<br />b. Headers and beams..,,.. Southern Pine 21D KID and better,
<br />2. Allowable stresses:
<br />a. Wood studs
<br />1. Bending ............ .........1200 psi (single)
<br />2. Horizontal Shear .... ........... 85 psi
<br />3, Bearing ................ ...405 psi
<br />4, Compression ........... ......1000 psi
<br />b, Wood headers and beams
<br />1. Bending ........................1550 psi
<br />2. Horizontal shear ...............95 psi
<br />3. Bearing_. ....................660 psi
<br />4. Compression ....... ............1400 psi
<br />3. All headers and beams shall be free of splits, checks and shakes. All
<br />headers shall be (2)2x12 w/ 1/2" plywood and 3 rows of 10d nails at 12 "o.c.
<br />4. Sheathing:
<br />a. Roof............ 1/2" APA rated plywood sheathing,
<br />nailed w /8d commons @ 4" o.c.(edge), 6" o.c.(field)
<br />b. Floors .... ....... 3 /4" APA rated plywood sheathing,
<br />nailed @ 4" o.c.(edge), 6" o.c.(field)
<br />c. Walls_ ............ 1 /2" APA rated plywood sheathing,
<br />nailed w /8d commons @ 4" o.c,(edge), 6" o.c,(field)
<br />5. Rough hardware and connections:
<br />a. Steel items will be by Simpson Strong Tie or equal, and comply with
<br />ASTM A7 or ASTM A36 galvanized olvonized stee I at exterior terior locations.
<br />b. Install joist or beam hangers capable of carrying the maximum
<br />allowable load of joist or beam being supported:
<br />c. Install uplift connectors and hurricane tie downs as noted on drawings.
<br />d. Hurricane anchoring shall be installed from foundation through roof.
<br />C. Provide wood trusses able to sustain the stated loads for the spans,
<br />Truss layout is schematic only.
<br />Truss manufacturer and /or engineer shall be responsible for the design
<br />and spacing of all trusses and shall submit shop drawings to the builder
<br />and engineer for opprovol.
<br />D. All wood plates bearing on, or coming in contact with, concrete or masonry
<br />shall be pressure treated or installed over 6 mil polyethylene moisture
<br />ba rri er.
<br />E. Provide 2" nominal pressure treated lumber over 6 mil polyethylene moisture
<br />barrier beneath full bearing of wood beams on concrete or masonry.
<br />F. "X" bracing shall be provided at 4' -0" o.c, first three framing spaces each end
<br />of gable.
<br />PROTECTION AGAINST TERMITES
<br />R320.1 Termite Protection. Termite protection shall be provided by registered termiticides, including soil applied pesticides, baiting systems and
<br />pesticides applied to wood, or other approved methods of termite protection lobeled for use as a preventative treatment to new construction. See
<br />Section 202, Registered termiticide, Upon completion of the application of the termite protective treatment, a Certificate of Compliance shall be
<br />issued to the building deportment by the licensed pest control company that contains the following statement: 'The building has received a
<br />complete treatment for the prevention of subterranean termites. Treatment is in accordance with rules and laws established by the Florida
<br />Deportment of Agriculture and Consumer Services.'
<br />R320.1.1 If soil treatment is used for subterranean termite prevention, the initial chemical soil treatment inside the foundation perimeter shall
<br />be done after all excavation, bockfilling and compaction is complete.
<br />R320.1.2 If soil treatment is used for subterranean termite prevention, soil area disturbed after initial chemical soil treatment shall be
<br />retreated with a chemical sot treatment, including spaces boxed or formed
<br />R320.1.3 If soil treatment is used for subterranean termite prevention, space in concrete floors boxed out or formed for the subsequent
<br />installation of plumbing traps, drains or any other purpose shalt be created by using plastic or metal permanently placed forms of sufficient
<br />depth to eliminate any planned soil disturbance after initial chemical soil treatment.
<br />R320.1.4 If soil treotment is used for subterranean termite prevention, chemically treated soil shall be protected with a minimum 6 ml vapor
<br />retarder to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreotment is required. Any work, including
<br />placement of reinforcing steel, done after chemical treatment until the concrete floor is poured, shall be done in such manner as to avoid
<br />penetrating or disturbing treated sal.
<br />R320.1.5 If soil treatment is used for subterranean termite prevention, concrete overpour or mortor accumulated along the exterior foundation
<br />perimeter shall be removed prior to exterior chemical soil treatment, to enhance vertical penetration of the chemicals,
<br />R3201.6 If soil treatment is used for subterranean termite prevention, chemical soil treatments shall also be applied under ail exterior
<br />concrete or grode within 1 foot (305 mm) of the primary structure sidewalls. Also, a vertical chemical barrier shall be applied promptly after
<br />construction is completed, including initial landscaping and irrigation /sprinkler installation. Any soil disturbed after the chemical vertical barrier
<br />is applied shall be promptly retreated.
<br />R320.1.7 If a registered termiticide formulated and registered as a bait system is used for subterranean termite prevention, Sections
<br />R320.1.1through R310.1.6 do not apply, however, a signed contract assuring the installation, maintenance and monitoring of the baiting system
<br />for a minimum of 5 years from the issue of the Certificate of Occupancy shall be provided to the building official prior to the pouring of the
<br />slob, and the system must be installed prior to final building approval. If the baiting system directions for use require a monitoring phase prior
<br />to installation of the pesticide active ingredient, the installation of the monitoring phase components shall be deemed to constitute installation
<br />of the system.
<br />R320.1.8 If a registered termiticide formulated and registered as a wood treatment is used for subterranean termite prevention, Sections
<br />R320.1.1 through R320.1.6 do not apply. Application of the wood treatment termiticide shall be as required by label directions for use, and
<br />must be completed prior to final building approval.
<br />R320.2 Penetration. Protective sleeves around metallic piping penetrating concrete slob -on -grade floors shall not be of cellulose - containing
<br />materials and, if sol treatment is used for subterranean termite protection, shall receive application of a termiticide in annular space between sleeve
<br />and pipe.
<br />R320.3 Cleaning. Cells and cavities in masonry units and air gaps between brick, stone or masonry veneers and the structure shall be cleaned of all
<br />nonpreservotive treated or nonnaturally durable wood, or other cellulose - containing material prior to concrete placement.
<br />Exception: Inorganic moterial monufactured for dosing cells in foundation concrete masonry unit construction or clean earth fill placed in
<br />concrete masonry unit voids below slab level before termite treatment is performed.
<br />R320.4 Concrete bearing ledge. Brick, stone or other veneer shall be supported by a concrete bearing ledge of such thickness as required in
<br />Chapter 14, which is poured integrally with the concrete foundation. No supplemental concrete foundation pours which will create a hidden cold joint
<br />shall be used without supplemental treatment in the foundation unless there is an approved physical barrier. An approved physical barrier shall also
<br />be installed from below the wall sill plate or first block course horizontally to embed in a mortar joint. If masonry veneer extends below grade, a
<br />termite protective treatment must 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 as provided in Section 1403, provided at least a 6
<br />inch (152 mm) dear inspection space of the foundation sidewall exterior exist between the veneer and the top of any soil, sod, mulch or
<br />other organic landscaping component, deck, apron, porch, walk or any other work immediately odjocent to or adjoining the structure.
<br />R320.5 Pressure preservatively treated and naturally resistant wood. Heartwood of redwood, eastern red cedor, and pressure- preservative- treated
<br />wood in accordance with the AWPA standards listed in Section R319.1 sholl be considered termite resistant. Pressure preservotively treated wood and
<br />naturally termite- resistant -wood shall not be used as o physical barrier unless a barrier can be inspected for any termite shelter tubes around the
<br />inside and outside edges and joints of a barrier.
<br />R320.5.1 Quality mark. Lumber and ply -wood required to be pressure - preservolive treated in accordance with Section R320,1 shall bear the
<br />quality mark of an approved inspection agency which maintains continuing supervision, testing and inspection over the quality of the product
<br />and which has been approved by on accreditation body which complies with the requirements of the American Lumber Standard Committee's
<br />treated wood program.
<br />R320.5.2 Field treatment. Field cut ends, notches and drilled holes of pressure- preservatively treated wood sholl be retreated in the field in
<br />accordance with AWPA M4.
<br />R320.6 Foam plastic protection. Extruded and expanded polystyrene, polyisocyonurate and other foam plastics shall not be installed on the exterior
<br />face or under interior or exterior foundation walls or slab foundations located below grade. The clearance between foom plastics installed above
<br />grade and exposed earth shall be at least 6 inches (152 mm).
<br />I r o w its floors cel ins and roofs are entire)
<br />Exceptions: 1. Buildings where the structure members f a g y of noncombustible materials or
<br />pressure - preservative- treated wood. 2. When in addition to the requirements of Section R320.1, an approved method of protecting the foam
<br />plastic and structure from subterranean termite damage is used. 3 On the interior side of basement walls.
<br />R320.7 Protection against decay and termites. Condensate lines and roof downspouts shall discharge at least 1 foot (305 mm) away from the
<br />structure sidewall, whether by underground piping, tail extensions or splash blocks. Gutters with downspouts are required on all buildings with eaves
<br />of less than 6 inches (152 mm) horizontal projection except for gable end rakes or on a roof above another roof.
<br />R320.8 Preparation of building site and removal of debris.
<br />R320.8.1 All building sites shall be groded to provide drainage under all portions of the building not occupied by basements.
<br />R320.8.2 The foundation and the area encompassed within 1 foot (305 mm) therein shall hove all vegetation, stumps, dead roots, cardboard,
<br />trash and foreign material removed and the fill moterid shall be free of vegetation and foreign material. The fill shall be compacted to assure
<br />adequate support of the foundation.
<br />R320.8.3 After all work is completed, loose wood and debris shall be completely removed from under the building and within 1 foot (305 mm)
<br />thereof. All wood forms and supports shall be completely removed. This includes, but is not limited to: wooden grade stakes, forms,
<br />contraction spacers, tub trop boxes, plumbing supports, bracing, shoring, forms or other cellulose - containing material placed in any location
<br />where such materials are not clearly visible and readily removable prior to completion of the work. Wood shall not be stored in contoct with
<br />the ground under any building.
<br />R320.9 Naturally resistant wood. Heartwood of redwood and eastern red cedor shall be considered termite resistant.
<br />DESIGN
<br />PRESSURES — 120
<br />MPH BASIC WIND SPEED
<br />Wind Velocity (mph)
<br />120
<br />NAILS (0.115 "0 x
<br />Building Category
<br />II
<br />OPEN
<br />Importance Factor
<br />1
<br />PLYWOOD
<br />Exposure Category
<br />B
<br />2.5"
<br />Internal Pressure Coefficient + 0.0
<br />O.C.
<br />BASED ON THE FLORIDA BUILDING CODE 2007
<br />COMPONENT & CLADDING
<br />DESIGN PRESSURES
<br />(PSF) — 120 MPH BASIC WIND SPEED
<br />DESCRIPTION
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<br />O.C.
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<br />SCALE:
<br />N TS
<br />BUILDER:
<br />DESIGN:
<br />J.L. THOMPSON
<br />DATE:
<br />JUNE 2009
<br />SHEET:
<br />S1
<br />
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