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I All conCretle work' shill .bein acicor4ancti with the Building Code All reinforcing steel shall be new billet -deformed bars conforming to ASLU
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Requirep #t'U�jr in(Ori:ed Con t i jT e. crp e, 'Ad 30-89,
A615, Grade 66, except #3 bars which are �bent- (such as stirrups,ties, or
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dowels) may be Grade 40. Welded Wire Fabric shall 'conform to ASTH AIOS, r r)
2. All :con&,-.te:.5halJ be. notbalweight ftapil lind gravel aq,
'gregat,e) Oth a 41 reinforcing shall be clean and free of mill scale and rust.
minimum P`4' COMPte0iie strength Of 3 '000 iPsi - Couretv mik: 0411 be
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KNEE CLEARANCE 8 min
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Structural Wood rraminU - Commercial Stru�_tures
All wood framing and construction shall meet ;the minimum re4ufr•elO is of
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the latest edition and amendments to the Standard Building Cede as
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published by the Southern, Building Code Congress later nationil, 900
Montclair Road, Birmingham, Al, 35213-1206. Whore those sta114'aEds are
exceeded by local laws, odes, or the requirements of these .pl`aas, tfien
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follow the more stringent requirements.
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2. All trusses, joists, ratters, headers, ..and beams shall const`rf-
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KD15 S4S Southern Fine or equal having the, following minimum pro ,"ti
Extreme' -fiber stress in bending (Fba 1,400 psiCD
Tension parallel to the grain (Ft? - 825 Psi
Compression parallel to the grain (F ? - 975 psi
Modulus of Elasticity (E) c - 1,600,000 psi
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rmaterial re requirements .f FA Exterior
All l wood decking shall -meet the q ,
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Grade Group I in the thicknesses called for on the. plans` or in other
sections of the specifications.
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All laminated timber °glulan" beams shall have the following minimum
properties:
Extreme fiber stress in bending tFb? - ,000 psi
Horizontal shear stress (F ? - 90 psi
Compression perpendicular �o the grain (F.) - 385 psi
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Modulus of Elastitity (E) ` - 1,400,000 psi
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