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CODES: 2022 LABC, 2022 CBC, ASCE 7-16, NDS 2018 <br />BUILDING INFORMATION : ( NEW RESIDENCE ) <br />LENGTH = 28.75 ft. WIDTH = 16.42 ft. <br />HEIGHT = 13.00 ft. <br />TOTAL AREA = 471.98 sq. ft. <br />LOADS : <br />ROOF FLOOR CEILING DECK WALL <br />DEAD LOAD : 12 20 8 20 DL = 16 EXTERIOR <br />LIVE LOAD : 20 40 12 60 8 INTERIOR <br />RESPONSE MODIFICATION COEFFICIENT ( R ) = 6.5 <br />SYSTEM OVERSTRENGTH FACTOR ( Ωo ) = 3.0 <br />DEFLECTION AMPLIFICATION FACTOR ( Cd ) = 4.0 <br />SOIL : SITE CLASS D - STIFF SOIL ( TABLE 20.3-1, ASCE 7-16 ) <br />ALLOWABLE BEARING PRESSURE = 1500 psf <br />TIMBER : DOUGLAS FIR LARCH No. 2 OR BETTER ( NDS 2018 ) <br />CONCRETE : STRENGHT @ 28 DAYS ( ACI 318 SPECIFICATIONS ) <br />FOUNDATION : f'c = 2,500 psi <br />GRADE BEAM : f'c = 3,000 psi <br />COLUMNS : f'c = 3,000 psi <br />REINFORCED CONCRETE : ASTM A-615 <br />GRADE 60 FOR #5 OR SMALLER <br />GRADE 40 FOR #4 OR SMALLER <br />FRAMING CONNECTIONS : SIMPSON STRONG-TIE OR LARRS APPROVED PRODUCTS <br />DESIGN CRITERIA <br />( lbs./ft. ) <br />HOLD - 122 N <br />Bewley St9/24/2024