7431 EVERGREEN WAY TACO BELL 2023-08-01

ERIGHT wrm % i n e e r BASIS FOR DESIGN 1.1 BUILDING CODE: 2018 INTERNATIONAL BUILDING CODE 1.2 DESIGN WIND SPEED: 110 MPH, EXPOSURE CATEGORY=C 2.1 FOUNDATION: DESIGNED PER RECOMMENDATIONS BY THE 2018 IBC,CHAPTER 18. ALL FOOTINGS SHALL EXTEND A MINIMUM OF 12 INCHES BELOW GRADE. ALLOWABLE LATERAL SOIL BEARING PRESSURE= 100 PSF/FOOT OF DEPTH 3.1 CONCRETE: ALL CONCRETE SHALL BE NORMAL WEIGHT OF 145 PCF USING HARDROCK AGGREGATES. MINIMUM 28-DAY COMPRESSIVE STRENGTH,f'c=3000 PSI (USED FOR DESIGN=2500 PSI). 4.1 REINFORCING STEEL: REBAR SHALL CONFORM TO ASTM A615 OR ASTM A706(A706 REQ'D. FOR ALL REINFORCING TO BE WELDED)AND SHALL BE GRADE 60(fy=60 KSI)DEFORMED BARS U.N.O. REINFORCING IN SLABS ON GRADE MAY BE GRADE 40(fy=40 KSI)DEFORMED BARS FOR ALL BARS#4 AND SMALLER U.N.O. ON PLANS OR DETAILS. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185. PRESTRESSING STEEL SHALL CONFORM TO ASTM A416,GRADE 270,SEVEN-WIRE LOW RELAXATION STRAND WITH A GUARANTEED ULTIMATE TENSILE STRENGTH OF 41.3 KIPS. NOMINAL DIAMETER SHALL BE 1/2 INCH AND NOMINAL AREA SHALL BE 0.153 SQ. INCHES. 5.1 STRUCTURAL STEEL: STANDARD AND YIELD STRENGTH SHALL BE AS FOLLOWS U.N.O.: SHAPE: STANDARD: Fy: ROLLED WIDE FLANGE SECTIONS ASTM A992 50 KSI OTHER STANDARD STEEL SHAPES AND ROLLED SECTIONS ASTM A36 36 KSI BARS AND PLATES ASTM A36 36 KSI PIPES ASTM A501 36 KSI OR ASTM A53 TYPE E OR S,GRADE B 35 KSI HOLLOW STRUCT.SECTIONS(RECT.) ASTM A500,GRADE B 46 KSI HOLLOW STRUCT.SECTIONS(ROUND) ASTM A500,GRADE B 42 KSI BOLTS(EXCEPT IN WOOD CONNECTIONS) ASTM A325X --- NUTS ASTM A563 --- WASHERS ASTM F436 --- ANCHOR RODS ASTM F1554,GRADE 36 36 KSI OR GRADE 55 WHERE NOTED 55 KSI (GRADE 55 RODS SHALL COMPLY WITH WELDABILITY SUPPLEMENT S1) WELDS E-70 SERIES --- THREADED ROD,EPDXY BOLTS,STUDS AND BOLTS IN WOOD CONNECTIONS ASTM A307 --- (2)Basis.doc Copyright WRIGHT ENGINEERS v20071112 TACO BELL SC1230102-161 1 [PROJECT: No: SHEET: