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I / TIE PLATE — , C, `� 1/440 RIVET I 1/4"0 RIVET SEE DET. 3 1/40 RIVET \ / ASTM A345-79 / 14 GA. " � � ASTM A345-79 y I ASTM A345-79 14 GA' ; Ln---j 14 QA. 14 ,> >, (1-1) CS' " FB" BEAM 4 " LR" BEAM 75j UR POSTDOUBLE POST 2 TP TIE PLATE _ _ i SHELVING ANGLE _ SPACER AS — p, ("LR" BEAM) / SHELVING BEAM)LE REQUIRED ✓ C� ! 4 .;� ��, / J 12 TEK SCREW II I 1, 14 °' ' 3/' ' 00, EACH SIDE OF POS II II ,i A �,� II SHELVING ANGLE ( LR BEAM) I 1 I # 12 TEK SCREW ell/' —I I `; Pp5 I 11 EACH SIDE OF POST �o I I j ( r v,IN� AT W-6"ffK ± 14 G SCIR A EXISTING STUD WALL B j I `� � A1� 1 \� — WALL STUD �1- IE P� I SECTION A—A THKe.07" ^ �� 1 I EXISTING STUD WALL � �' FY=36 KSI. (ASTM A-36) , ONE 1/4"o ANCHOR BOLT PER FOOT PLATE 2" EMB., (NO SPECIAL INSPECTION REQUIRED) BASE PLATE DETAIL 6 "STS" SHELF TIE SUPPORT BEAM TO POST CONNECTION 8 DETAIL OF ATTACHMENT FOR 12" DEEP SHELVING TO BUILDING WALL 9 f 6 I 1-DESIGN OF STEEL SHELVING AS SHOWN BY THESE DRAWINGS O i,ND CALCULATIONS ARE IN COMPLIANCE WITH THE REQUIREMENTS % comLy OF THE UNIFORM BUILDING CODE 1994 EDITW 2—STEEL FOR ALL SHAPES FY-36 KSI. ASTM A570-85 GP..36 (EXCEPT AS NOTED) 3—ALL ANCHORS HILTI KWIK—II CARBON STEEL ICBO # 4627 OR RAMSET RED HEAD ICBO #1372 OR APPROVED EQUAL (NO SPECIAL INSPECTION REQUIRED).- 4—CONCRETE SLAB 5" THICK 2000 PSI. SOIL BEARING CAPACITY 1000 NSs` 5—SEISMIC DESIGN LOAD OF SHELVING BASED ON 2000 / SECTION (1f)'—O" HIGH SHEf.VING 6—ALL SHELVING INSTALLA IONS AND MANUFACTURED IN CONFORMITY WITH THIS STANDARD SHALL DISPLAY IN ONE OR MORE CONSPICUOUS LOCATIONS A ''ERk4ANENT PLAQUE EACH NOT LESS THAN .:O SQUARE INCHES IN AREA �NpfE�11q�,�{ SHOWING THE MAXIMUM PERMISSIBLE UNIT LOAD OF 2000 # / SECTION �� OH,�,�i� �y No.C.'06.W4 i « 6/30/99 7 CIV1 Pa-ific Kwv, 11705 0. I3U P9F,-00447 36 3 a REV. DATE REVISIC,N RA DESIGN AND ENGINERRING 3786 LA CREOCENTA AVE. 1204 CLIsNDALE CA. 91208 SCALE: NONE DI'AVVPI SYA.KH. i DATE: — I SIG 5 SPORTIN .'Y' GCJC' OS CALIFORNIA "RIVETIER" SHELVING DETAILS ]JOB RD-3160 3 OF 3 No. SHEET No. a NOTICE' IF THE PRINT OH TYPE ON ANY T�1111r IIIIIII Ili III I I I III ill III I I III 111' 111 TI1 111 Ilrllll I I Ili � lll III III III III III I� ! III III III III Illlli ! 11111! 1 i�1 IIl Iil I I III li ! IIIIIII III ISI III ! 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