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STRUCTURAL NOTES <br /> CODE: 'S! 1TlAL. <br /> DESIGN IS IN ACCORDANCE WITH THE 2018 INTERNATIONAL BUILDING CODE <br /> (I-R,C.)AS AMENDED BY THE LOCAL BUILDING DEPARTMENT. <br /> LIVE LOADS: <br /> GARAGE- --------------- -50PSF <br /> LATERAL <br /> WIND------------------EXPOSURE B,85MPH/110MPH(ULT)/WIND PER ASCE 7-16, <br /> SECTION 28.5.3 <br /> SEISMIC----------SITE CLASS D. SEISMIC PER ASCE 7-16, SIMPLIFIED <br /> LATERAL FORCE SYSTEM, SECTION 12.14.8.1 <br /> FOUNDATIONS: <br /> EXTEND FOOTINGS TO FIRM UNDISTURBED SOIL,ASSUMED BEARING CAPACITY <br /> OF 1500PSF. ALL EXTERIOR FOOTINGS SHALL EXTEND A MINIMUM OF V-6' <br /> BELOW ADJACENT EXTERIOR GRADE. <br /> CAST-IN-PLACE CONCRETE: <br /> F'c=3000 PSI @ 28 DAYS. MINIMUM 5-1/2 SACKS OF CEMENT PER CUBIC YARD OF <br /> CONCRETE AND MAXIMUM OF 6-3/4 GALLONS OF WATER PER 94#SACK OF <br /> CEMENT. NO SPECIAL INSPECTION REQUIRED. CONCRETE SHALL COMPLY WITH <br /> ACI 318-14 SECTION 26.4.2.L MAXIMUM SLUMP IS 4 INCHES. ALL PHASES OF <br /> WORD PERTAINING TO THE CONCRETE CONSTRUCTION SHALL CONFORM TO <br /> BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE. ALL <br /> REINFORCING STEEL,DOWELS,ANCHOR BOLTS, AND OTHER INSERTS SHALL BE <br /> SECURED IN POSITION PRIOR TO POURING CONCRETE. ANCHOR BOLTS FOR <br /> PRESSURE TREATED SILL PLATES TO FOUNDATION WALLS TO BE 5/8 INCH <br /> DIAMETER WITH 7 INCH MINIMUM EMBEDMENT INTO CONCRETE AND <br /> MAX MUM SPACING OF 2 FEET ON CENTER. MINIMUM 2 BOLTS PER SILL PLATE <br /> PIECE. ONE BOLT TO BE PLACED WITHIN 6 INCHES OF EACH END OF THE SILL <br /> PLATE. DIPPED GALVANIZED CONNECTORS SHALL CONFORM TO ASTM <br /> STANDARD 153 AND HOT DIPPED GALVANIZED CONNECTORS SHALL CONFORM <br /> TO ASTM A653M CLASS G-185. STAINLESS STEEL FASTENERS AND CONNECTORS <br /> SHALL BE TYPE 304 OR 316. SR"SON PRODUCT FINISHES CORRESPONDING TO <br /> THESE REQUIREMENTS ARE ZMAX(HOT DIPPED GALVANIZED) AND SST 300 <br /> (STAINLESS STEEL). FASTNERS FOR PRESSURE TREATED AND FIRE-RETARDANT <br /> TREATED WOOD SHALL BE ZMAX HOT DIPPED GALVANIZED (GI85). <br /> REINFORCING STEEL: <br /> ALL REINFORCING STEEL SHALL BE PLACED IN CONFORMANCE WITH THE <br /> BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE AND THE <br /> MANUAL OF STANDARD PRACTICE FOR.REINFORCED CONCRETE CONSTRUCTION <br /> BY CRSI. DEFORMED REINFORCING STEEL BARS SHALL CONFORM TO ASTM A- <br /> 615 GRADE 40 FOR#5 AND SMALLER REINFORCEMENT AND GRADE 60 FOR#6 <br />