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C H <br /> H to <br /> H REBAR SCHEDULE MAXIMUM REACTIONS <br /> HH70tl <br /> LOCATION OTY SIZE LENGTH PER LEG <br /> LONGITUDINAL STEEL 45 10 18'-0" DOWN . 157.5 K <br /> xy w H TIES 45 3 12'-0" UP 134.0 K <br /> [j1 O SHEAR - 15.1 K— <br /> OHH <br /> � tc9lig <br /> 1Q. <br /> .Z H <br /> > H <br /> t" HH <br /> Tn NOTES: <br /> �f 1. 8.6 CUBIC YARDS OF CONCRETE REQUIRED PER PIER. <br /> O CA 2 PROVIDED MAXIMUM FIT RES DIROP OF ECTED EC ED THRU CONCRETE OPPESHALR OR BE 6 FT., <br /> EQUIVALENT. CONCRETE SHALL NOT HIT SIDES OF SOIL OR REINFORCING. <br /> 3. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 <br /> PSI AT 28 DAYS AND SHALL BE INSTALLED IN ACCORDANCE PATH THE <br /> ACI-318-83 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE. <br /> 4. VERTICAL REINFORCING BARS SHALL BE OF GRADE 60 TIES OF GRADE <br /> 40 STEEL WITH ASTM-305 DEFORMATIONS AND DETAILED IN ACCORD- <br /> ANCE WITH ACI-315-80 (MANUAL OF STANDARD PRACTICE FOR <br /> DETAILING REINFORCED CONCRETE STRUCTURES) <br /> 5 LOSBE <br /> SOLID <br /> AUNDISTURBED <br /> SRBM <br /> SHALBEEXCAAED O FOUNDED LEVEL PLNEADCEAED OFLOO <br /> MATERIAL. <br /> 6. ANCHOR BOLTS SHALL HAVE UNDISTURBED THREADS AND <br /> BE POSITIONED SO THAT INSPECTOR CAN MOVE THE <br /> ANCHOR BOLT TEMPLATE FROM TOP OF PIER TO TOP <br /> OF ANCHOR BOLTS, COAT THREADS WITH HEAVY GREASE. <br /> C� 7. BOTTOM ANCHOR BOLT TEMPLATE SHALL BE LEFT INPLACE AS SHOWN. <br /> ` 8. TEST CYLINDERS SHALL BE SAMPLED. MOLDED. CURED <br /> AND TESTED IN CONFORMANCE WITH ACI 318-83. <br /> 1 9. TOP OF ALL PIERS SHALL BE AT THE SAME ELEVATION t 1/4". IN <br /> —� THE EVENT OF SLOPING GROUND THE MINIMUM DISTANCE FROM FINISH <br /> L AD GRADE TO TOP OF PIER SHALL BE•6" AND THE MINIMUM DISTANCE <br /> FROM FINISH GRADE TO THE BOTTOM OF PIER SHALL BE AS SHOWN. <br /> VERTICAL BAR LENGTHS SHALL BE INCREASED BY THE AMOUNT <br /> CORRESPONDING TO THE INCREASE IN LENGTH OF EACH PIER. THE <br /> 'r r NUMBER OF TIES SHALL BE INCREASED TO MAINTAIN THE SPACING <br /> �. SHOWN. <br /> IO.THE SLUMP TEST SHALL BE PERFORMED ACCORDING TO ASTM C143. <br /> THE ALLOWABLE SLUMP SHALL BE 5 INCHES PLUS OR MINUS 1 INCH. <br /> 11.TOLERANCE ON BAR SPACING t 2". <br /> TOLERANCE ON TIE SPACING t 1". <br /> r r� 12.REFER TO ANDREW DRILLED PIER FOUNDATION INSTALLATION AND <br /> QUALITY CONTROL SPECIFICATION. DRAWING NO. 343501,FOR ADDITIONAL <br /> REQUIREMENTS FOR INSTALLING THE FOUNDATION. SHOULD CONFLICTS <br /> ARISE BETWEEN THE REQUIREMENTS OF DRAWING 343501 AND THE <br /> NOES LISTED ABOVE, THE ABOVE NOTES WILL GOVERN. <br /> N3 TIE ANDKW Ca"A"ON <br /> �� 2ror U.00ResE <br /> 3'-6" DIA. -,A ANDREW 0.1m, r.. uaA. 7e201 <br /> r«. 0 0: 18171 see-2400 <br /> W � TWl elo-en-sot <br /> 15- 10 <br /> / �VERMAL BARS a`WuuTTmn <br /> EQUALLY SPACED <br /> s w. on�,�,,. <br /> Of <br /> A RELEASED EDR PERMITS ONLY. JCH 1.17.70 <br /> ISSUE RENSIONS DNN APPR DATE <br /> W- nTLr DRILLED CASSION FOUNDATION <br /> �--3" CLEAR <br /> FOR A 100 FT. 3ST TOWER <br /> REINFORCING DETAILA� � CELLULAR ONF <br /> I1111 T„T,,,,, <br /> `, PAINE FIELD SFBID-9636-071 <br /> i <br />