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HomeMy WebLinkAboutStructural plansGENERAL NOTES CONCRETE SHALL DEVELOP A MINIMUM STRENGTH OF 3000 PSI AT 28 DAYS. ALL CONCRETE SHALL BE READY -MIXED AND IN ACCORDANCE WITH ASTM C-94. SLUMP AND CYLINDER TESTS SHALL BE PERFORMED BY AN INDEPENDENT LABORATORY. PROVIDE 4 TESTS FOR EACH CONCRETE PLACEMENT AND/OR 4 TESTS FOR EACH 50 CU.YDS. MAXIMUM ALLOWABLE SLUMP SHALL BE 5 INCHES. PROVIDE 1/8"WIDE X 1" DEEP SAW -CUT JOINTS IN SLAB AT 25'-0" MAX REINFORCING: REINFORCING STEEL SHALL BE DEFORMED, NEW BILLET STEEL IN ACCORDANCE WITH ASTM A-615 GRADE 60 AND DETAILED IN ACCORDANCE WITH ACI 315. ALL SPLICES SHALL BE IN ACCORDANCE WITH CHAPPTER 12 OF ACI 318-01, WITH A MINIMUM SPLICE OF 40 BAR DIAMETERS. STEEL FABRICATOR SHALL SUBMIT FOUR SET OF SHOP DRAWINGS FOR THE REVIEW AND APPROVAL OF THE ENGINEER. REINFORCING COVER SHALL BE: 3" FOR FOOTINGS, 1 1/2" FOR COLUMNS AND BEAMS, 1 1/2" FOR SLABS OF EXTERIOR EXPOSURE AND 3/4" FOR SLABS OF INTERIOR EXPOSURE. FOUNDATION PLAN FOUNDATION SCHEDULE MARK 8 SIZED T REINFORCING T/EL REMARKS Fl 9'-0"X9'-0"X3'-O" 10- #6 T&B EA. WA 0'-0" F2 2'-0"X L X 2'-0" 3- #5 T&B 09_0$1 F3 F4 x x '04 .0 .4 04 o 41 S mm SECTION 1-1 14 %J %.' A A a< cV <0 0, CF2 21-0" SECTION' 2-2 6" SLAB W/6X6/6/6 WWF © X V.J. GERLEY & ASSOCIATES STRUCTURAL ENGINEERS CA #31933 3190 N.E. MAPLE AVE. JENSEN BEACH , FL 34957 772-334-2600 VICTOR J. GERLEY, n.PE. #21422 6" SLAB W/6X6/6/6 WWF z 0 < < 0 C) < 0 m m ry 0 < ( -, sD