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1 .0 GENERAL NOTES : <br /> 1 . 1 ALL WORK SHALL BE IN ACCORDANCE WITH THE FLORIDA BUILDING CODE 2001 <br /> EDITION AND 2003 REVI51ON5 . <br /> 1 .2 FORMWORK SHALL CONFORM TO CODE REDUIREMENT5. <br /> 1 . 3 EARTH FORMS MAY BE U5ED AT CONTRACTORS D15GRETION; HOWEVER, <br /> CONTRACTOR 15 RE5PON51BLE FOR DELAYS RE5ULTIN6 FROM WASHOUT <br /> OR COLLAPSE OF FORM 51DE5. <br /> 1 .4 COMPACT 501L BELOW FOUNDATION TO q5% OF THE MODIFIED PROCTOR <br /> MINIMUM DRY 0EN5I7Y PRIOR TO PLACING CONCRETE . <br /> 1 .5 CONCRETE REINFORCING SHALL BE A5TM A615, GRADE 60, LATEST REV15ION WITH <br /> SUPPLEMENT (51) MARDED 11 <br /> 5 " <br /> I 1 .6 FOUNDATION CONCRETE SHALL BE 31000 P51 MINIMUM 28 DAY 5TREN6TH WITH <br /> A MINIMUM WATER/GEMENT RATIO OF 0 .48 AND A 5" SLUMP (+/- I ") . <br /> I . l PERFORM WORK IN ACCORDANCE WITH A01308, AGI 301 , AND CR51 63, LATEST REVISIONS . <br /> 1 .8 MA50NRY UNIT5 SHALL BE A5TM C90 TYPE II , NON-MOISTURE CONTROLLED, NORMAL <br /> WEIGHT. (F 'm = 1 ,500 PSI , 1 ,100 P51 ON THE NET AREA) . <br /> I .q JOINT REINFORCEMENT SHALL BE DUR-O-WALL TRU55 TYPE, STEEL WIRE HOT DIPPED <br /> GALVANIZED TO A5TM A641 CLA55 3 AFTER FABRICATION, GOLD DRAWN STEEL <br /> WIRE CONFORMING TO A5TM A82 WITH CRO55 TIE5 . <br /> 1 . 10 PREMIXED MORTAR SHALL CONFORM TO A5TM 0381, TYPE M. <br /> 1 . 11 MORTAR MIX, A5TM 0210, TYPE M. <br /> 1 . 12 GROUT FILL : 2,000 F5128 DAY 5TREN6TH, 8 " TO 11 " SLUMP, A5TM C14 . <br /> 1 . 13 PROVIDE CONTROL JOINTS IN MASONRY WALL5 AT 20 '-0 " MAXIMUM 5PACIN6 <br /> FOR CONTINUOUS WALL5 GREATER THAN 30 '-O " IN LENGTH . <br /> 1 . 14 WIND VELOCITY : 140 MPH, 1 = 0.11, EXP. G PER FBG 2001 8 2003 REV1510N5. <br /> PROVIDE GROUT WA5H AT <br /> —jdkT/ WALL TOP OF WALL, SLOPE TO DRAIN <br /> EL . 112 '-0 " <br /> 245 CONT. IN GROUT <br /> FILLED "U " BLOCK <br /> OUR-O-WALL JOINT <br /> REINFORCEMENT AT <br /> 16 " O .G . VERT., TYP. if <br /> #6 @ 24 " O.G . AND AT WALL <br /> CORNERS AND TERMINATIONS <br /> GRADE, SEE IN GROUT FILLED CELL5. <br /> CIVIL PLANS LAP SPLICE 3 '-0 " MIN. <br /> #6 ® 12 " O .G #5 @ 12 " D .G . <br /> -AL <br /> T/ FOUNDATION1qFT <br /> EL . q8 '-8 " <br /> a <br /> _T a ,- <br /> *7 <br /> a <br /> Ad <br /> ti a <br /> a <br /> a . <br /> I '-q " WF4 .5 <br /> SCREEN WALL <br /> 3/4 = -p ' <br /> REVISION : PROJECT : INDIAN RIVER SHERIFF <br /> SUPPLEMENT TO DRAWING No . : TLC JOB No . : 503073 SCALE : NTS <br /> DATE : 12 - 28 - 04 Tilden Lobnitz Cooper SKETCH No . <br /> 874 Dixon Blvd, <br /> DESIGN : BAG Cocoa, Florida 32922 SKS � l <br /> CHECKED : BAG Phone, 321.836.0274 <br /> Eo G ISN E E RT N 6 www.tic-engineers.com EB «0000015 <br />