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4 6 0 <br /> : • NI {.. ',t — 11z ' s C P: 9211192619800 • F: 920192.61•,ttut <br /> 100 CArneIr:t Drive • Fond ciu Lac WI 344 <br /> .t�•� gin�•c:'.r. r >r:a <br /> PROJECT #914820 <br /> STRUCTURAL CALCULATIONS <br /> FOR <br /> ASPEN DENTAL <br /> • <br /> ZEPHYRHILLS, FL <br /> DATE: NOVEMBER 19, 2009 <br /> GOVERNING CODES: <br /> 2007 FLORIDA BUILDING CODE <br /> • ACI 318 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE <br /> • ACI 530/530.1 - BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES <br /> • AISC 360 - SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS <br /> • AF &PA NDS NATIONAL DESIGN SPECIFICATION (NDS) FOR WOOD CONSTRUCTION WITH 2005 <br /> SUPPLEMENT <br /> • APA PDS - PANEL DESIGN SPECIFICATION <br /> • AISI 2001 - NORTH AMERICAN SPECIFICATION FOR THE DESIGN OF COLD - FORMED STEEL <br /> STRUCTURAL MEMBERS WITH 2004 SUPPLEMENT <br /> ALLOWABLE STRESSES: <br /> MASONRY: fm =1500 PSI <br /> STEEL: PLATES, ANGLES, CHANNELS, S- SHAPES: ASTM A36 (Fy=36 Ksl) <br /> WIDE FLANGE SHAPES: ASTM A992/A572 (F =50 ICS1) <br /> TUBE SECTIONS: ASTM A500, GRADE B (F KsI) <br /> PIPE SECTIONS: ASTM A35, TYPE E OR S, GRADE B (F =35 KSI) <br /> ANCHOR BOLTS: ASTM A307 (F„ =10 KSI, F KSI) <br /> LIGHT GAUGE SHAPES: 18GA. AND LIGHTER: ASTM 446 GRADE A (F =33 KSI) <br /> 16GA. AND HEAVIER: ASTM 446 GRADE D (F =50 KSI) <br /> LUMBER: DF #11#2 Fb =850 PSI F,r180 PSI F =1400 Psi E =1600 KSI <br /> SPF #1/#2 F =875 PSI F„=135 PSI F =1150 Psi E =1400 KSI <br /> SPF STUD FB =675 PSI Fv=135 PSI Fc=725 PSI E =1200 KSI <br /> LVL Fb =2600 PSI F„ =285 PSI F =2510 Psi E =1800 KSI <br /> CONCRETE: PC =3000 PSI MINIMUM STRENGTH AT 28 DAYS (FOOTING, WALL) <br /> fc=3500 PSI MINIMUM STRENGTH AT 28 DAYS (SLAB ON GRADE) <br /> fc=4000 PSI MINIMUM STRENGTH AT 28 DAYS (COLUMN, PIER, BEAM, SLAB) <br /> REINFORCING BARS: ASTM A615, GRADE 60 (F =60 KsI) <br /> 1 /7—; <br />