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;�4C/2EcJ <br />- / - I/?y �'d flo <br />j +4 05,4 <br />i <br />J <br />3/4 rW.4 <br />"e4 <br />R/.del�Z00 <br />• oiPE <br />_---OAe 2,)e/4 <br />-77p <br />n n. <br />SECTION 1 <br />HICH o05, HEORM H Hl' 'I I A <br />'',P�.Sti,2Ack .5�^N.DciL� <br />Q/�c40Si �� a�r'Gj /.�w:'S lv�F 13) 14D <br />-3 <br />GRATING <br />FRAME ANGLE TYPE <br />GRATING <br />DEPTH T' <br />LSO // <br />------ - <br />DEPTH T' <br />N <br />/./o�E: AGG SEcr/o�/S �,y4GG i3E SEG✓/-.�O <br />/AIG` �}f JG� Gi1�XZ R,.,•�.l <br />TRASH RACK`DETAILS <br />�1 -----------�- <br />TYPE <br />GRATING <br />FRAME ANGLE TYPE <br />GRATING <br />DEPTH T' <br />I <br />DEPTH T' <br />N <br />1 <br />, <br />r <br />y <br />2 <br />11/4 ' <br />2 X 1'/Z X '/4 6 <br />2 1/4 ' <br />�Waoi <br />n( <br />11/Z ' <br />I <br />BAR 3 <br />3 X 2'/Z X <br />3 j <br />/J/4 <br />I <br />x <br />BRACKET <br />�n�N� <br />�' <br />4 <br />Ift <br />BAR Ex -ye <br />W <br />V1 <br />RUNNERS <br />el <br />BRACKET <br />o <br />SUPPORT <br />5'-0" <br />1 <br />O.C. MAX. <br />1 <br />STRUCTURAL NOTES <br />�I T <br />FLOOR <br />- - - <br />STANDARD <br />LADDER WITH RUNNER <br />SUPPORTS AT F-O"O.C. MAX. <br />NOT TO SCALE <br />- J/4" STAINLESS STEEL <br />ADHESIVE CONC. ANCHOR <br />(SEE NOTE) <br />a <br />' I <br />I , <br />RUNNER <br />PLr'W\ J/,/, SMOOTH BAR <br />RUNGS lr' O.C. <br />PLUG WELD INTO <br />RUNNERS <br />r <br />u�r.�vnv D•`.n <br />I/4 "STUD WELD TO GRATING <br />iUPPORT 'W/NUT AND WASHER <br />SADDLE CLIP I-BANOING BAR <br />orrA / i NG SEAT <br />OR SUPPORT <br />PROVIDE 4 CLIPS PER GRATING PANEL, APPROX. 4" FROM <br />PANEL CORNERS.MAXIMUM CLIP SPACING AT 36"O.C. <br />STUD. NUT. WASHER AND CLIP TO BE THE SAME MATERIAL <br />AS THE GRATING. <br />TYPICAL BOLT DETAIL <br />NOT TO SCALE <br />fSTEEL ANGLE FRAME.SEE jABLE <br />MITER AND 'WELD CCRNERSl <br />GALVANIZE AFTER FABRICATION. <br />\ GRATING <br />I -WELD EACH <br />N. I 1//Z. SIDE <br />I <br />5/8 'GA,.V.BOLTS <br />C /g'OZ. OR 5/8' 0 x 4' <br />HEADED STUD <br />BAR P/Z X ''/r` ANCHORS OR <br />%'X 6' LONG. Hi,ADe-o <br />STUDS V 16'O.0 -(MAX) <br />4' MIN <br />SUPPORT ANGLE <br />GALVANIZED STEEL <br />L-2 //2 ' X 11/2 'X 1/4 <br />GRATING FRAME TABLE <br />TYPE <br />GRATING <br />FRAME ANGLE TYPE <br />GRATING <br />DEPTH T' <br />FRAME ANGLE <br />DEPTH T' <br />N <br />1 <br />Is/ X 1'/G X '/ s <br />r <br />y <br />2 <br />11/4 ' <br />2 X 1'/Z X '/4 6 <br />2 1/4 ' <br />Z'/Z X 2'/Z X '/i <br />3 <br />11/Z ' <br />J / T <br />I1/ X I/ X / <br />2 I/2' <br />3 X 2'/Z X <br />4 <br />/J/4 <br />2 X 2 X %r B <br />TYPICAL ANGLE IRON <br />ANCHOR DETAIL <br />NOT TO SCALE <br />/Raw <br />157 r: Fz_ <br />3 -3 r h/ ZkD7 <br />E✓E.v�y S�,,t�J�TyP) <br />5Y"I FL o W RFS7-RSC 7 -OR <br />NoT rp .5G, ac <br />NaTE' T#/5 /s 1W lfb017-161l/ To <br />B.+sr.✓ <br />N <br />Z <br />O <br />Ift <br />.y. <br />W <br />STRUCTURAL NOTES <br />W <br />GENERAL <br />o <br />> <br />1. THESE NOTES ARE GENERAL AND APPLY TO THE ENTIRE PROJECT EXCEPT <br />WHERE THERE ARE SPECIFIC INDICATIONS TO THE CONTRARY. <br />m <br />2. CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE LATEST EDITION <br />o <br />2 <br />OF THE UNIFORM BUILDING CODE. THE ABOVE SHALL GOVERN EXCEPT <br />WHERE OTHER APPLICABLE CODES OR THE FOLLOWING NOTES ARE MORE <br />Z <br />I <br />RESTRICTIVE.�' <br />dim <br />01 <br />3. STRUCTURAL DIMENSIONS CONTROLLED BY OR RELATED TO MECHANICAL <br />°m''U) <br />AND/OR ELECTRICAL EQUIPMENT SHALL BE VERIFIED BY THEZ <br />rn' <br />•• i <br />u <br />rc <br />CONTRACTOR PRIOR TO CONSTRUCTION. <br />a a,�'o <br />'0 <br />i <br />o <br />w <br />4. STRUCTURES HAVE BEEN DESIGNED FOR OPERATIONAL LOADS ON <br />w WlC3 <br />i <br />cIc <br />COMPLETED STRUCTURES. DURING CONSTRUCTION, STRUCTURES AND <br />' c <br />N <br />w <br />o <br />0 <br />PARTS OF STRUCTURES SHALL BE PROTECTED AND/OR SUPPORTED BY <br />o vUi <br />o o <br />u <br />a.IL <br />BRACING AND SHORING WHEREVER EXCESSIVE LOADING MAY OCCUR. <br />5. THE CONTRACTOR ALONE IS RESPONSIBLE FOR JOB SITE SAFETY. SITE <br />REVIEW OF THE CONSTRUCTION BY THE ENGINEER IS TO DETERMINE <br />CONFORMANCE WITH THE PLANS AND SPECIFICATIONS. IT DOES NOT <br />ENCOMPASS SAFETY PROCEDURES OR OPERATIONS. <br />a <br />r <br />6. ALL DIMENSIONS SHALL BE VERIFIED BY THE CONTRACTOR BY FIELD <br />- <br />MEASUREMENT. SHOULD CONFLICTS OR INTERFERENCES OCCUR, THEY <br />- <br />Z <br />a <br />SHALL BE RESOLVED WITH THE ENGINEER AT NO ADDITIONAL COST TO <br />d <br />THE OWNER. <br />C <br />a <br />m <br />EXCAVATION AND BACKFILL <br />f <br />r <br />e <br />s <br />n <br />1. FOUNDATIONS SHALL BE EXCAVATED TO THE MINIMUM DEPTH SHOWN ON <br />C <br />THE DRAWINGS. SHOULD THE ENGINEER DEEM MATERIALS AT THIS <br />L <br />DEPTH TO BE UNSUITABLE, EXCAVATION SHALL CONTINUE TO THAT <br />DEPTH AS APPROVED BY THE ENGINEER. <br />f <br />2. OVER -EXCAVATION SHALL BE BACKFILLED USING LEAN CONCRETE OR <br />C <br />f - <br />PLACING CALTRANS CLASS II AGGREGATE BASE IN 8 -INCH LAYERS AND <br />- - <br />COMPACTING TO 95% ASTM D1557. <br />-, w <br />C <br />CONCRETE <br />W <br />- <br />1. CONCRETE CONSTRUCTION SHALL CONFORM TO THE LATEST EDITION OF <br />_. <br />i <br />THE ACI BUILDING CODE (ACI 318), THE 1988 EDITION OF THE <br />N <br />UNIFORM BUILDING CODE AND THE STANDARDS SPECIFICATIONS OF THE <br />CALIFORNIA STATE DEPARTMENT OF TRANSPORTATION. <br />0 <br />2. ALL CONCRETE SHALL BE NORMAL WEIGHT CONCRETE. AGGREGATES <br />SHALL CONFORM TO ASTM C-33. THE MAXIMUM SIZE AGGREGATE SHALL <br />s <br />BE 3/4 -INCH. <br />a <br />3. CEMENT SHALL MEET THE REQUIREMENTS OF ASTM C-150, '1 61, 11. <br />J <br />J <br />THE MINIMUM CEMENT CONTENT SHALL BE 6.0 SACKS PER CUBIC YARD. <br />- <br />-_ <br />? <br />p <br />T <br />FLY ASH CONFORMING TO ASTM C-618 SHALL BE EMPLOYED IN THE MIX <br />�• <br />x <br />IN AN AMOUNT NOT TO EXCEED 15% OF THE TOTAL CEMENT CONTENT. <br />> <br />- <br />(D <br />4. THE STRENGTH OF THE MIX AT 28 DAYS SHALL BE 3000 PSI FOR ALL <br />Z <br />CONCRETE IN THIS PROJECT. <br />5. REINFORCING BARS SHALL MEET THE REQUIREMENTS OF ASTM A615, <br />GRADE 60. DETAILING AND PLACEMENT OF BARS SHALL CONFORM TO <br />ACI 315. <br />6. PLACEMENT OF CONCRETE SHALL BE IN ACCORDANCE WITH ACI 301. <br />• _ <br />7. CONCRETE SHALL BE MAINTAINED IN A MOIST CONDITION FOR A <br />MINIMUM OF 3 DAYS. AFTER MOIST CURING, A LIQUID MEMBRANE <br />CURING COMPOUND SHALL BE APPLIED IN ACCORDANCE WITH THE <br />MANUFACTURERS' RECOMMENDATIONS. CURING COMPOUND SHALL BE <br />COMPATIBLE WITH ARCHITECTURAL FLOOR FINISHES. <br />8. ANCHOR BOLTS SHALL CONFORM TO ASTM A307 AND SHALL BE HOT -DIP <br />GALVANIZED. <br />Q <br />Z <br />METALS <br />O <br />1. ALL STRUCTURAL STEEL SHAPES, PLATES, AND BARS SHALL CONFORM TO <br />LL <br />ASTM A36. <br />J <br />U <br />2. BOLTS SHALL MEET ASTM A307. <br />3. WELDING OF STRUCTURAL STEEL SHALL MEET THE REQUIREMENTS OF THE <br />Y <br />J <br />STANDARDS IN THE LATEST EDITION OF THE AMERICAN WELDING <br />SOCIETY, STRUCTURAL WELDING CODE. ALL WELDERS SHALL BE <br />QC) <br />Q <br />CERTIFIED. <br />a <br />LO <br />4. METALS FABRICATION AND ERECTION SHALL CONFORM TO THE <br />U) <br />N <br />W <br />SPECIFICATIONS AND STANDARDS IN THE LATEST EDITION OF THE <br />U) <br />0 <br />AMERICAN INSTITUTE OF STEEL CONSTRUCTION MANUAL. <br />W <br />Q <br />Z <br />Z ca <br />5. NUTS SHALL BE HEAVY HEX IN ACCORDANCE WITH ANSI B18.2.I.I. <br />(n <br />V v , <br />6. WELDING ELECTRODES SHALL MEET THE MINIMUM REQUIREMENTS OF <br />Co <br />E70XX. <br />< <br />W <br />/� j� <br />5'Y/L701vd r/Rzr <br />U) <br />/ <br />7, ALL METAL FABRICATION, UNLESS SPECIFIED GALVANIZED, SHALL <br />RECEIVE A SHOP COAT OF RUST INHIBITIVE PAINT MEETING FEDERAL <br />Q <br />O <br />Z <br />SPECIFICATIONS T -P-86, TYPE III. <br />O <br />Z <br />8. WHERE BUTT WELDS ARE SHOWN, MATERIAL SHALL BE GROUND TO A <br />0 <br />D J <br />BEVEL AND WELD SHALL BE FULL PENETRATION. <br />O <br />> <br />9. ALL BOLT HOLES SHALL BE PUNCHED OR DRILLED (REAMED). BURNING <br />w <br />m <br />3„ <br />OF HOLES IS NOT ACCEPTABLE. <br />I~ <br />M <br />Z <br />10. STEEL GRATING <br />Q <br />U) <br />3 <br />SHALL BE FABRICATED FROM 1 -INCH BY 1/8 -INCH <br />O <br />�7 <br />STEEL BARS PLACED AT 1 3/16 INCH ON CENTER. CROSS BARS SHALL <br />a <br />U <br />BE AT 4 -INCHES ON CENTER. ALL GRATING SHALL BE FABRICATED <br />Z <br />FROM STEEL CONFORMING TO ASTM A569 AND MEET THE REQUIREMENTS <br />OF FEDERAL SPECIFICATIONS RR -G-661. ALL GRATING AND FRAME <br />M <br />ASSEMBLIES SHALL BE HOT -DIP GALVANIZED IN ACCORDANCE WITH ASTM <br />d <br />6 - 3r�cS <br />A123. ALL GRATING SHALL BE END BANDED. <br />O <br />(n <br />RECORD DRAWINGS <br />Z <br />a <br />Upon review with the Owner, the General Contractor, the Construction Surveyor and a <br />visual review of the site, we conclude that the information contained on these plans <br />generally depicts the post -construction conditions of this site. A post -construction survey <br />was not completed. All information should be field verified prior to u ng any <br />w <br />future work on this site. QpOFESS/pN <br />N <br />O <br />Z <br />w LO <br />(I <br />w YExpC4 665p m <br />mo <br />c� <br />E" <br />rn <br />a Z a <br />co <br />Kevin C. Carter, P.E. C44665 Date �Tq CIVI <br />w <br />, aaP <br />Kerry Engineering and Surveying, Inc. rt 6F CAt,:� <br />o <br />