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STRUCTURAL NOTES <br /> CODE. <br /> DESIGN IS IN ACCORDANCE WITH THE 2018 INTERNATIONAL BUILDING CODE <br /> (i,13.0_)AS AMENDED BY THM LOCAL SUILDING DEPA,RTIv1ENT. <br /> LIB LOADS. <br /> GARAGE CAR 30009 PORT T LOAD <br /> FO NRATIO NS: <br /> EXTEND FOOTINGS TO FIRM UNDISTURBED SOIL,ASSUMED BEARING CAPACITY <br /> OF I;500P SF. AJ�I,EXTERIOR.FOOTINGS SHALL EXTEND A MILNINTUTIV, OF 1'-6" <br /> BELOW ADJACENT EXTERIOR GRADE. <br /> CAST-IN-PLACE CONCRETE; <br /> F'c=3000 PSI @a 28 DAYS. MINIMUM 5-1/2 SACKS OF CEMENT PER CUBIC YARD OF <br /> CONCRETE AND MAxIMUM OF 6-3I4 GALLONS OF WATER PER 94#SACK OF <br /> CEMEN'l' NO SPECIAL INSPEC31C3N REQI_.TIRED. CONCRETE SMALL CC?V:PLY'VTiTiI <br /> ACI 318-14 SECTION 26.4.2.1. MAXLMUM SLUMP IS 4 INCHES, ALL PHASES OF <br /> �VOR.K PERTA NNG TO Tl-M CONCRETE CONSTRUCTION SHALT CONFORM To <br /> BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE. <br /> RENEORCNG STEEL. <br /> ALL REINFORCING STEEL SHALT BE PLACED IN CONFORMANCE WITH THE <br /> BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE AND T-rIE <br /> MANUAL OF STANDARD PRACTICE FOR R.EIINFORCED CONCRETE CONSTRUCTION, <br /> By CRSI. DEFORMED REINFORCING STEEL,.BARS SHALL Co?-FORV TO ASTINA A- <br /> 615 GRADE 40 FOR#5 AND SMALLER RENIFOCMENT. <br /> CONCRETE CAST AGAINST EARTH 3 INCHES <br /> STRUCTURAL TIMER.- <br /> ALL LUMBER.SMALL COIN-F't?RM TO WWPA GRADING RULES FOR WESTERN <br /> LUMBER, LATEST EDITION. <br /> 6X BEAMS DOUG-FIR/LARCH#i2--Fb=850PSI <br /> LUW3ER NOT NOTED HEM ; 2_. _...-�_.���__Fb-850 PSI <br /> STRUCTURAL LL_ANIINATED LUMBER(CR_ <br /> Fla=2600 PSI <br /> E-2,000,000 PSI <br /> F-�-=285 PSI <br /> d <br />