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c.L <br /> C <br /> FOOTING <br /> O N DET <br /> BUILDING COLUMN f FOOTING <br /> 3"CUR <br /> TIP.. —..—.. <br /> T.O.FOOTING EL 18.83 <br /> EL 18:75 d <br /> d <br /> 41 <br /> REINFORCED CONCRETE INTERIOR ASPHALT <br /> +� FLOORING ° a d u <br /> I. ALL CONCRETE AND REINFORCING STEEL SHALL CONFORM TO AMERICAN CONCRETE INSTITUTE STANDARD 17 BARS 0 12'OC <br /> ACI-318 11. TYPICAL EACH WAY <br /> TOP&BOTTOM a e \\\ <br /> -J 2. READY REMIXED CONCRETE SHALL BE MIXED AND DELIVEREDREADTO THE JOB SITE IN ACCORDANCE WITH THE • °y I d� ° • / <br /> REQUIREMENTS SET FORTH IN"SPECIFICATIONS FOR READY MIXED CONCRETE"(ASTM C94). d Fw <br /> 3. ALL CONCRETE SHALL BE AROUND <br /> REINFORCEMENT, <br /> BY SUITABLE MEANS DURING PLACEMENT AND SHALL BE <br /> I� THOROUGHLY WORKED AROUND RFlNFORCEMENT,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 \\ <br /> IN ACCORDANCE WITH ACI 318-14 TABLE 19.3.2.1 FOR EXPOSURE CUSSES F3 AND C2. Q 2'-O'COMPACTED <br /> \ /\ <br /> 5. REINFORCING STEEL SHALL BE ASTMA615 GRADE 60 UNCOATED DEFORMED BAR. STRUCTURAL FILL / <br /> 6. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185/185M-07. ! „\ SECTION ION — FOOTING <br /> 7. MAXIMUM SLUMP SHALL BE 4 INCHES. 3 4 =1'-0- <br /> 8. PLACEMENT OF STEEL SHALL BE AS SHOWN ON THE DETAILS AND WITHIN A TOLERANCE OF f 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 /> L� 10. ALL FORMS SHALL BE CLEAN,WITH NO WATER OR LOOSE MATERIAL PRESENT. <br /> L 1 PLAN VIEW — FOOTING DETAIL 11. ALL CONCRETE EMBEDMENTS SHALL BE CLEAN,RUST FREE AND OIL FREE <br /> 27 N.T.S. <br /> 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: <br /> CONCRETE CAST AGAINST EARTH 3 INCHES sFF FnnTTNr nmuL 1 <br /> CONCRETE EXPOSED TO EARTH OR WEATHER <br /> 15 BAR AND SMALLER 1 1/2 INCHES <br /> FOOTING SIZE & ANCHOR BOLT DETAILS 1s BAR AND ANGER 2 INCHES A CONCRETE NOT EXPOSED TO EARTH OR WEATHER <br /> Gc S 114 AND 118 BARS 1 1/2 INCHES BUILDING COLUMN FOOTING <br /> FOO= e A B C D !21/2' <br /> Fo EMBED PROJECTION 111 BAR AND SMALLER 3/4 INCHES <br /> © TYPE F1 A/27 1'-2 1/2" T-3° 3'-7 1/2' 2 1/Y 1'w 12° 5" 13. ALL FOOTINGS SHALL BE PLACED ON 2'OF GRANULAR STRUCTURAL FILL PER GEOTECH REPORT. I 3'CUR <br /> © TYPE F2 B/27 1'-2 I/2" 9'-0" 4'-6" 2 1/2' i 1/4b 76° 5' i TYP <br /> 14. REINFORCEMENT SPLICE LENGTHS SHALL BE AS NOTED ON DRAWINGS. IF NOT SHOWN,SPLICE LENGTHS B.O.BASE PLATE <br /> ®® TYPE F3 A/27 1'-2 1/2' 7'-0' 3'-6' 2 1/2" 1 1/4'0 18" 5" FOR UNCOATED REBAR SHALL BE AS NOTED BELOW: T.O.FOOTING EL 18.83 <br /> TYPE F4 8/27 1'-2,/2' 8'-3' 4'-1 1/2' 2 1/Y 1 1/4'w IB• 6• #R CLASS A CLASS B EL18:75 // �/ jj/ ad <br /> TlPE FS B/27 i'-2 1/2' 12'-6' 6'3" 2 1/2" 1 1/4'f 18" 5° 14 19' 25"TYPE F6 B/27 1'-3' 14'-0" 7'-0' 3' 1 1/2"0 20' 5" 16 29' 37"YPE F7 B/27 1'3' 12'6' 6'-3' 3i 1/2Y 2p^ 6• 17 41° 5q° d d1a 47" 61° INTERIOR ASPH4LT <br /> T1PE F8 B/27 1'-3' 12'-6° 6--3" Y 1 1/2'w 20• 5• 19 53' 69' FLOORING °d.d< <br /> 59 <br /> d <br /> m 15. CONCRETE SHALL NOT BE CAST WHEN THE AMBIENT OUTSIDE TEMPERATURE IS 40 DEGREES FAHRENHER , ° d <br /> OR LESS. CONCRETE SHALL BE PROTECTED FROM FREEZING FOR 24 HOURS AFTER CASTING. COLD 17 BARS•8"OC d al ° <br /> 3 WEATHER PLACEMENT OR CONCRETE SHALL BE PERMITTED IF A PROCEDURE,COMPLYING WITH ACE TYPICAL EACH WAY ° a° ° 9° a _4 a \ <br /> TOP&BOTTOM d <br /> ASTM F 1554 GR.36 THREAD ROD,TYPICAL 306.1 90,IS SUBMITTED TO AND APPROVED BY THE ENGINEER. d ° ° <br /> 0 ° <br /> 3 16. HIGH STRENGTH NON-SHRINK GROUT SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 8,000 P51 AT y `�� •0 � • 1 � .`L d � a°• °•. ° � <br /> NUT 28 DAYS(2,000 PSI AT 1 DAY;6,000 PSI AT 7 DAYS)AND BE IN ACCORDANCE WITH ASIM C1107. a - - <br /> GROUT MINIMUM COMPRESSIVE STRENGTH SHALL ATTAIN THE FOLLOWING THROUGHOUT CONSTRUCTION: d <br /> HER -AT BUILDING ERECTION=2,000 PSI <br /> -AT BOLT TIGHTENING=3,000 PSI <br /> j I 17. EXPOSED ANCHOR BOLTS,NUTS,AND WASHERS SHALL BE PAINTED IN ACCORDANCE WITH AISC 360-10 <br /> = T.O.FOOTING FOR CORROSION PROTECTION. STEEL(REPARATION,PRIMING AND PAINTING SHALL CONFORM TO THE 2'-0'COMPACTED STEEL STRUCTURES PAINTING COUNCIL SSPC SPECIFICATIONS. ® STRUCTURAL FILL <br /> Q SECTION — FOOTING <br /> B <br /> TYP <br /> E <br /> L <br /> DETAIL — ANCHOR BOLT <br /> N.T.S. <br /> - 3 <br /> THIS DRAWING,INCLUDING THE PRINCIPLES <br /> OF DEIGN IS THE PROPERTY OF SYG INC. <br /> c THE DESIGN SHOWN W TH5 DRAN7N0 IS ,:' <br /> i SnE SPECIFIC AND SH41 Ef USID ONLY 6625 SWCascade Ave. <br /> BUDFOR THE PROJECT D SHN I ON THE,OLE s° 6ao CADMAN HEIDELBERG CEMENT GROUP <br /> BLOCK.IF TH6 DRAWING 5 NOT STAIPEO �yFo esr Beavercon,Oregon slope EVEREff DELTA SOIL REMEDIATION FACILITY <br /> 0 M�IUK IZED ENGINEERS <br /> REPRODUCED�^T '��w Smith Monroe Gray Phone_503.843.8595 - <br /> CONTROL DOCUMENT <br /> COPY.S EITHER <br /> L. EE <br /> ESUBMTTTAL _ Fax:503.843.8610 PRE—ENGINEERED BUILDINGS <br /> CONTROL OOCIIMEM IS ElI11ER A SRLPEDJLF 6 26 19 JLF , t <br /> NWp AL DR RAWI G PROTECTED ENGINEERS, INC. FOOTING DETAILS <br /> oRNpWL THB DRAW,xc 9Lu1 NOT BEUILDING PERMIT Jf7vV 4 19 19 JLF *'��4 x wv✓w.smgengr.com <br /> USED IN A MANNER THAT WOULD BE A FOR ERMIT DETRIMENT TO SMG.ACCEPTANCE OF 1N5JGW 3 19 19 JLFnvA� DRAWN fn' DATE CHKD BY DATE SC4LE I'W' <br /> .N0. <br /> DRAWING I5 AN AGREEMENT m THE ABDrE. STOMER FINAL REVIEW JGW 2 11 19 JLF I'2 G =3] <br /> WALLAa 11/30/,6ns NOT 18-181A-27 <br /> RLNSIONS BI 0.41E CHCD <br />