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•> -�- •�ay4 <br /> �RIOR • L .. <br /> o CONTINUOUS ANGLE <br /> i 0 t �• PER PLAN&NOTE 4, <br /> :: ANCHORAGE PER <br /> z (E)CONC r. NOTE5 <br /> ADE <br /> c�w TI CONC <br /> FIELD VERIFY <br /> SLAB-ON-GRADE <br /> MIC T/FIN GRADE <br /> BRG <br /> VARIES <br /> o i <br /> ' N FAF E Q.. <br /> THICKENED EDGE ANCHOR CONNECTION D <br /> 'F�RR W:+ <br /> IDEAL HELICAL PILE&REPAIR V' <br /> BRACKET ASSEMBLY PER <br /> R&R FOUNDATION SPECMLI57 Z I Z' <br /> -- TO CONFORM TO ESR-3750 _J <br /> NorEs: <br /> 1.CONTRACTOR TO VERIFY NOTED MINIMUM EXISTING FOUNDATION DIMENSIONS PRIOR TO INSTALLATION. <br /> ENGINEER-OF-RECORD <br /> NOTIFIED <br /> 2.EXPOSED STEEL COMPONENTS TO HAVE CORROSION PROTECTION PER AS TM Al2 1 <br /> A153. �r <br /> 3.ANY EXPOSED STEEL REINFORCEMENT SHALL BE SEALED OR COATED TO PREVENT CORROSION. %"�01.4+ <br /> 4.ALL SUPPLEMENTAL ANGLES TO SPAN FROM PILE-TO-PILE AND EXTEND A"MINIMUM PAST SUPPORTING PILE <br /> EACH END.ANGLE TO BE INSTALLED PRIOR TO STABILIZATION AND ATTEMPTED LIFT. <br /> 5.ALL SUPPLEMENTAL ANGLES TO BE ANCHORED TO THE FOUNDATION WITH 5/8"DIA.SIMPSON STRONG-HE - <br /> TITER HD SCREW ANCHORS(OR APPROVED EQUIVALENT)AT A MAXIMUM SPACING 12"OC WITH 4-112"MINIMUM <br /> EMBEDMENT.ANCHORS SHALL BE INSTALLED PER MANUFACTURER REQUIREMENTS AND GUIDELINES.EDGE <br /> DISTANCE SHALL BE I"MINIMUM FROM CENTER OF STANDARD HOLE TO EDGE OF STEEL. <br /> 1 HELICAL PILE INSTALLATION DETAIL 2 NOT USED 3 NOT USED <br /> 7425 LOWER RIDGE <br /> RD,EVERETT,WA <br /> 98203 <br /> S200309-2 <br /> Zr <br /> MRT <br /> 5/20 <br /> 0 <br /> O <br /> ti <br /> a d <br /> O Ln <br /> Z <br /> 4 NOT USED 5 NOT USED 6 NOT USED <br />