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AGOST ENGINEERING ' <br />3885 Tqmahawk Lane <br />San Diego Ca. 92117 (619) 252-6135 <br />markagost@sbcglobal.net <br />Smart & Final <br />1308 West Edinger Ave <br />Santa Ana, CA <br />Pro»ct *ber 716.047 <br />Drafted By BBT <br />Checked By MJA <br />al.,t compcny TNT Electric Sign, Inc. <br />Cllent Phone 562-595-7725 <br />Plot Date 05-15-2014 <br />GENERAL NOTES <br />CONCRETE STRENGTH: fc=2500 PSI MIN. <br />SPEaAL INSPECnON NOT REQUIRED. <br />ROLLED dc PLATE STEEL: Fy = 36 ksi MIN. <br />PIPE STEEL: AS™ A53 GRADE B. <br />BOLT STEEL: AS™ A307 MIN. <br />SIGN CABINETRY SHALL BE FABRICATED IN THE <br />SHOP OF A UCENSED ELECTRICAL SIGN <br />CONTRACTOR. <br />SOIL: PASSIVE PRESSURE IS BASED ON CBC <br />CLASS 5 OR BETTER. PERIODIC SPECIAL. <br />INSPECTION NOT REQUIRED. (IF SOFT OR SANDY <br />SOIL, COLLAPSING OR UNSTABLE SOIL, ORGANIC <br />MATERIALS OR GROUNDWATER ARE <br />ENCOUNTERED. IMMEDIATELY CONTACT THE <br />ENGINEER OF RECORD FOR ADDITIONAL <br />FOUNDATION REQUIREMENTS.) <br />SITE IS NOT SUBJECTED TO WIND SPEED-UP <br />EFFECT (Kzt <= 1.0) AS DEFINED IN ASCE 7. <br />PROVIDE SLOPE AWAY FROM BASE OF POLE. <br />f <br />[7 <br />O · <br />.5 - <br />8'-0" <br />LARCHITECTI <br />nd <br />me <br />01 <br />Accei led BY .....* <br />lEE ) Issued- <br />TYP. -7 <br />SADDLE <br />ANGLE <br />4"0 M.8.- <br />- -Up <br />1 <br />NOTE: UPPER CONN. <br />SHOWN; LOWER SIMILAR. <br />SECTION <br />9311« E:N'Pl <br />1 Thls set c; plans a <br />j altoratiors on sa City of Santa Ana <br />S i The acceptance <br />i ptovisigns of AN3 held to permi <br />CABINET -'- <br />FRAMING \ , <br />BY MFG., C <br />TYP. 1 <br />SADDLE O -1 <br />BOLTED \ <br />ANGLA TYP. \ <br />» 2'-0"0 -;' <br />SIGN ELEVATION <br />COPE OR 1 1}IRU-BOLT-/ . N.T.S <br />MIll€ 0 \1 PER <br />CORNER. SECTIONTYP. <br />PLAN <br />TYPICAL PIPE SADDLE & <br />FRAMING CONN. DETAIL ®ECEIVE <br />MAY 1 8 2014 <br />of Santa Ana <br />DATE 9GNEIk --/f-i';SHEET 1 OF 1