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' FOOTINGS <br /> FOUNDATION CRITERIA <br /> CONTRACTOR SHALL VERIFY SOIL CONDITIONS AT THE FOOTINGS AND MAKE ANY NECESSARY CORRECTIONS TO <br /> PLACE THEM ON FIRM NATIVE SOIL OR STRUCTURAL FILL COMPACTED TO 95% OF MAXIMUM DENSITY AT OPTIMUM <br /> MOISTURE CONTENT PER AMERICAN SOCIETY FOR TESTING AND MATERIALS, ASTM D698 (STANDARD PROCTOR), <br /> OR ASTM D1557 (MODIFIED PROCTOR). THE COMPACTION SHALL BE VERIFIED BY A QUALIFIED INSPECTOR <br /> APPROVED BY THE BUILDING OFFICIAL. COMPACTED STRUCTURAL FILL FOR DEPTHS GREATER THAN 12 INCHES <br /> SHALL COMPLY WITH PROVISIONS OF AN APPROVED GEOTECHNICAL REPORT. ASSUMED SOIL BEARING PRESSURE <br /> 1500 POUNDS PER SQUARE FOOT(PSF). <br /> CONCRETE <br /> ALL CONCRETE WITH REINFORCEMENT SHALL HAVE NO CHLORINE OR CHLORIDES. WHERE NEW CONCRETE IS <br /> PLACED AGAINST EXISTING CONCRETE, THE EXISTING CONCRETE SURFACE SHALL BE CLEANED AND ROUGHENED <br /> TO A MINIMUM 1/4" AMPLITUDE PER ACI 318 11.6.9. SET AL� ANCHOR BOLTS AND DOWELS BEFORE POURING <br /> CONCRETE. <br /> REINFORCING STEEL <br /> ALL REINFORCING STEEL SHALL BE DEFORMED BARS PER ASTM A615 OR A706 GRADE 60. ALL REINFORCING STEEL <br /> TO BE WELDED SHALL BE ASTM A706.ALL WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185. <br /> UNLESS NOTED OTHERWISE, SET MAIN REINFORCING STEEL 3" FROM EARTH AND 2" FROM FORMED SURFACES. BAR <br /> LENGTHS DETAILED ARE OUT TO OUT AND DO NOT INCLUDE ALLOWANCE FOR HOOKS OR BENDS. <br /> USE MINIMUM 30" LAP FOR#4 BAR AND SMALLER UNLESS NOTED OTHERWISE (UNO). USE MINIMUM 36" LAP FOR#5 <br /> BAR UNO. <br /> ALL REINFORCING STEEL SHALL BE SUPPORTED ON WELL-CURED CONCRETE BLOCKS OR APPROVED METAL <br /> CHAIRS, AS SPECIFIED BY THE CRSI MANUAL OF STANDARD PRACTICE, MSP-1, AND SHALL BE SECURELY TIED IN <br /> PLACE WITH #16 ANNEALED IRON WIRE. REINFORCING STEEL SHALL BE DETAILED IN ACCORDANCE WITH THE "ACI <br /> MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES,"ACI 315. <br /> NON-SHRINK GROUT <br /> ALL NON-SHRINK GROUT SHALL BE NON-METALLIC GROUT CONFORMING TO ASTM C1107, AND SHALL HAVE A <br /> SPECIFIED MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 5000 PSI. PRE-GROUTING OF BASE PLATES IS NOT <br /> PERMITTED. <br /> �G R ' Wq T <br /> � �c�F wasy, so <br /> <C/ hQ�� �Tp �i <br /> � ��/� r ? .�..._ . . . ..�._..-. <br /> �A" l , � ��`�'�(?o�lL-, <br /> � ,� 39251 0 �� <br /> �.<` F�!S T E.RE �C� <br /> �SS�ONAI ��G <br /> 9570 SW Barbur Blvd Project Name Pylon Sign Project# 161075 <br /> Suite One Hundred <br /> � Portland,OR 97219 <br /> � Location 3102 Rucker Avenue, Everett, Washington <br /> Client Ramsay Signs <br /> M I L L E R phone 503.246.1250 <br /> C O N 5 U LT I N G Fax 503246.1395 B�S C•�'t 8/24/16 S3 of 4 <br /> www.miller-se.com BY Ck'd Date Page <br /> ENGINEERS <br /> � � � <br />