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CLFOOTING <br /> SEE FOOTING DETAIL t <br /> BUILDING COLUMN FOOTING Iw <br /> 3'CLR <br /> B.O.BASE PLATE <br /> I � <br /> EL 18.83 <br /> T.O.FOOTING <br /> ..—.._..—..—. _ — _..—. .—.._.. ELEL 18:75 <br /> ll <br /> ed / <br /> INTERIOR ASPHALT <br /> F r -�} REINFORCED CONCRETE FLOORING a <br /> I7 BARS 0 12°OC a< <br /> 1. ALL CONCRETE AND REINFORCING STEEL SHALL CONFORM TO AMERICAN CONCRETE INSTITUTE STANDARD ° a <br /> _—_—_—_—_ .+_ ++ _—___—_ _ AG-318-11. TYPICAL EACH WAY a° <br /> _—— TOP&BOTTOM • y y °� o , / <br /> 2. READY-MIXED CONCRETE SHALL BE MIXED AND DELIVERED TO THE JOB SITE IN ACCORDANCE WITH THE a <br /> = cJ REQUIREMENTS SET FORTH IN"SPECIFICATIONS FOR READY-MIXED CONCRETE'(ASTM C94). _ \ <br /> FO I 3, ALL CONCRETE SHALL BE CONSOLIDATED BY SUITABLE MEANS DURING PLACEMENT AND SHALL BE /\/ <br /> 1 � THOROUGHLY WORKED AROUND REINFORCEMENT,EMBEDDED FIXTURES AND INTO CORNERS OF FORMS. <br /> _ 4. CONCRETE SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 5,000 PSI AT 28 DAYS,AND SHALL BE ® 2'-0"COMPACTED <br /> �wf IN ACCORDANCE WITH ACI 318-14 TABLE 19.3.2.1 FOR EXPOSURE CUSSES F3 AND C2. STRUCTURAL FILL <br /> 5. REINFORCING STEEL SHALL BE ASTM A615 GRADE 60 UNCOATED DEFORMED BAR. <br /> 6. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185/185M-07. ' A ' SECTION — FOOTING <br /> 7. MAXIMUM SLUMP SHALL BE 4 INCHES. <br /> S. PLACEMENT OF STEEL SHALL BE AS SHOWN ON THE DETAILS AND WITHIN A TOLERANCE OF i 3/8"FOR <br /> DEPTH OR SPACING AND-3/8"FOR COVER. <br /> 9. ALL EXPOSED CONCRETE CORNERS SHALL HAVE A 3/4"CHAMFER UNLESS NOTED OTHERWISE. <br /> 10. ALL FORMS SHALL BE CLEAN,WITH NO WATER OR LOOSE MATERIAL PRESENT. <br /> n PLAN VIEW — FOOTING DETAIL 1. ALL CONCRETE EMBEDME_NTS SHALL BE CLEAN,RUST FREE AND OIL FREE <br /> 27 N.T.S. <br /> A 12. CONCRETE COVER FOR REINFORCING STEEL AND OTHER EMBEDDED STEEL SHALL BE AS SHOWN ON <br /> DRAWING. IF NOT SHOWN,USE CONCRETE COVER AS SPECIFIED IN ACI 318.AS NOTED BELOW: SEE FOOTING DETAIL T <br /> CONCRETE CAST AGAINST EARTH 3 INCHES <br /> CONCRETE EXPOSED TO EARTH OR WEATHER Gy <br /> T; #5 BAR AND SMALLER 1 1/2 INCHES A <br /> #6 BAR AND LARGER 2 INCHES <br /> FOOTING SIZE & ANCHOR BOLT DETAILS CONCRETE NOT EXPOSED TO EARTH OR WEATHER BUI DING COLUMN FOOTNG <br /> #14 AND#18 BARS 1 1/2 INCHES <br /> S fOBIIIM A B C D E F0 EMBED PROJECTION 11 84R AND SMALLER 3/4 INCHES I 3"CLR <br /> ® TYPE F1 A/27 V-2 1/2" 7'-3" Y-7 1/2" 2 1/2' 2 1/2' 1"0 12" 5" 13. ALL FOOTINGS SHALL BE PLACED ON 2'OF GRANULAR STRUCTURAL FILL PER GEOTECH REPORT. I TYP <br /> B.O.BASE PULE <br /> ® TYPE F2 B/27 V-2 1/2' 9'-0" 4'-6" 2 1/2' 2 1/2" 1 1/4"0 16' 5' 14. REINFORCEMENT SPLICE LENGTHS SHALL BE AS NOTED ON DRAWINGS. IF NOT SHOWN,SPLICE LENGTHS EL T8.83 L <br /> © TYPE F3 A/27 V-2 1/2' 7'-0" 3'-6' 2 1/2' 2 1/2" 1 1/4"0 18° 5' FOR UNCOATED REBAR SHALL BE AS NOTED BELOW: T.O.FOOTING <br /> ® TYPE R 0/27 V-2 1/2" 8'3" 4'-1 1/2" 2 1/2' 2 1/2' 1 1/4"0 18' 5' #4 1r'ecc a 2CLASS B EL 18:75 /// j//j�/ °4 - <br /> ® TYPE F5 B/27 V-2 1/2' 12' 6' 6'-3' 2 1/2' 2 1/2" 1 1l4"0 18' 5' /5 24' 31° / <br /> TYPE FB B 27 1'3° 14'-0' 7'0' 3' 3" 1 1 2'0 20' 5' /6 29' 37' l <br /> /7 41" 54° INTERIOR ASPHALT 4 <br /> TYPE F7 B/27 1'-3" 12' 6" 6'3' 3' 3° 1 1/2.0 20' 5" /e 47' 61' - <br /> TYPE F8 B/27 1'3" 12' 6" 6'3' 3' 3" 1 1/2'0 20' 5" /9 53' 69" FLOORING ° °- <br /> 15. CONCRETE SHALL NOT BE CAST WHEN THE AMBIENT OUTSIDE TEMPERATURE IS 40 DEGREES FAHRENHET 7 BARS 0 8'OC <br /> m OR LESS. CONCRETE SHALL BE PROTECTED FROM FREEZING FOR 24 HOURS AFTER CASTING. COLD <br /> TYPICAL EACH WAY ` <br /> WEATHER PLACEMENT OR CONCRETE SHALL BE PERMITTED IF A PROCEDURE,COMPLYING WITH ACE � a <br /> F6 TOP&BOTTOM <br /> L1 I ASTM F 1554 GR.36 THREAD ROD,TYPICAL 306.1-90,IS SUBMITTED TO AND APPROVED BY THE ENGINEER. - <br /> g y ♦° - •o • 1 °• °`L °w °mow °• • <br /> 5 16. X a <br /> IGN STRENGTH NON-SHRINK GROUT SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 8,000 PSI AT - e , <br /> O NUT Al 28 DAYS(2,000 PSI AT 1 DAY;6,000 PSI AT 7 DAYS)AND BE IN ACCORDANCE WITH ASTM C1107. <br /> GROUT MINIMUM COMPRESSIVE STRENGTH SHALL ATTAIN THE FOLLOWING THROUGHOUT CONSTRUCTION: <br /> HARDENED -AT BUILDING ERECTION=2,000 PSI <br /> m WASHER -AT BOLT TIGHTENING=3,000 PSI \ <br /> w 17. EXPOSED ANCHOR BOLTS,NUTS,AND WASHERS SHALL BE PAINTED IN ACCORDANCE WITH AISC 360-10 <br /> T.O.FOOTING <br /> FOR CORROSION PROTECTION. STEEL PREPARATION,PRIMING AND PAINTING SHALL CONFORM TO THE ® �L LLD <br /> STEEL STRUCTURES PAINING COUNCIL(SSPC)SPECIFICATIONS. <br /> t"B1 SECTION - FOOTING <br /> 27 3/4"- 1' 0" <br /> S <br /> TYP <br /> CITI /ERETT <br /> � EVIE!J �R PERt� <br /> & 02 DETAIL — ANCHOR BOLT <br /> z1 N.T.S. <br /> THIS DRAWING,INCIOpNG THE PRINCIPLES <br /> OF DESIGN IS THE PROPERLY OF SMG INC. 8625 SW Cascade Ave. <br /> THE DESIGN SHOWN IN THIS DRAWING IS Suite 600 <br /> SITE SPECIFIC AND SHALL BE USED ONLY Fot CADMAN HEIDELBERG CEMENT GROUP <br /> FOR THE PROJECT SHOWN ON THE RITE ��' w T - - Bewertan,Oregon 97008 <br /> a EVERETT DELTA SOIL REMEDIATION FACILITY <br /> WTHAIFTHISER'SS IS NOT ROMPED Smith Monroe Gray <br /> LWMNY TMORM DRAWING <br /> F Phone: <br /> 503.643.86106 PRE-ENGINEERED BUILDINGS <br /> UNMITHORPID MM AU IR A 3 ISSUED FOR RESUBMITTAL JLF 6 26 19 JLF ENGINEERS, INC. <br /> CONTROL Y OR <br /> IS OTHER A STN/PED "A{ u FOOTING DETAILS <br /> HN20 COPY OR'WALLY <br /> PROTECTED 2 ISSUED FOR BUILDING PERMIT JT7W 4 19 19 JLF �`'` W,�..w g� vrxvv.smgengr.com <br /> ORIGINAL THIS DRAWING SHALL NOT BE �AnvAt eMN <br /> USED IN A MANNER THAT WOULD BE A 1 ISSUED FOR PERMIT JDW 3 19 19 JLF DRAWN BY DALE CHID BY DATE SCALE DWG,10. REV. <br /> DRAWING ISENTTANSAAGIREEEMENT TO THE ABOVE 0 ISSUED FOR CUSTOMER FINAL REVIEW JGW 2 11 19 .iLF 1 I/� J.I�,WALLACE 11/30/18 AS NOTED 18-181A-27 3 <br /> SYN. REVISIONS BY MTE CXK'0 <br />