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NOTE: <br /> SINGLE RUNS OF SHELVING BACK-TO-BACK SHELVING <br /> ONE BAY TO USE STEEL STRAP BRACING TO USE STEEL SHEAR PANEL <br /> 4'-0' <br /> 23�/a' PER 2A PER 2B <br /> SR52 SR52 <br /> v <br /> d e <br /> N 11/4' 11/4' 11/4' <br /> 3 7 TYP ' <br /> SR52 SR52 SHELF ° <br /> e <br /> e <br /> 6 <br /> R5 0 <br /> e � _ <br /> d e M N <br /> e � <br /> i\l 9/6' DIA NOMINAL SIZE <br /> ° ° e TYP + <br /> ° -- - -- --- --- -- e (2) PLS VARIES 5/e' <br /> ILL. d <br /> N a <br /> WP <br /> 27/8 ---- r <br /> d d <br /> 0 zzTYP 3 n* n* na I an *n *n <br /> O 3/400 <br /> I I <br /> PLAN VIEW <br /> 8 � � .125 ±.020• ;o � �� U U '�� \�� L) � � �U � ❑ ❑ Q Q <br /> R5 <br /> , <br /> e e <br /> � <br /> o <br /> i I I i SR52 <br /> 0o <br /> ' IIII IIII IIII I i � � <br /> iv 'N I LJ -- LJ �— LJ j I------------------- <br /> %4 <br /> LJ------ LJ----- LJINTERIOR <br /> O ---- ----- 6A <br /> y � <br /> /64 ' A HOLE 5 e <br /> /a' 12 GA MTL <br /> o 6' OC TYP SR52 e e 16 GA POST 4 (ANCHORAGE AT PERIMETER POSTS ONLY) 18 GA MATERIAL <br /> 2 9 R5 6A SECTION <br /> R5 R5 4 I I I I I <br /> TYP SR5 NOT TO SCALE <br /> SR52 e e zo .630' 33/4' 21/4- PERIMETER NOTE: <br /> v v v v v v v v v v v v v v v v v v v v v v v AT SINGLE RUNS, SECURE <br /> REAR ELEVATION SIDE ELEVATION ALL POSTS WITH BASE PLATES <br /> PER 4 <br /> FRONT ELEVATION SIDE ELEVATION 3/4' x 15 GA BRACE WITH MIN 24 GA PANEL WITH NOTE: <br /> SR52 <br /> X10 x3/4 SMS 0 EACH END 1*8 STS v MAX 24- TO POSTS ONLY ONE <br /> 2A BACK BRACING 2B BACK BRACING BOLT REQ'o PERXPANSION SBASE PL <br /> R52 NOT TO SCALE SR52 NOT TO SCALE COORDINATE BOLT LOCATION <br /> /SLAB CONTROL JOINT <br /> 1 TYPICAL ELEVATIONS—LIGHT DUTY SHELVING /02m**N BACK BRACING 3 LIGHT DUTY POST /040"N LIGHT DUTY POST BASE PLATE 5 LIGHT DUTY BACK—TO—BACK FLOOR ANCHORAGE /06"N LIGHT DUTY HORIZONTAL BRACE <br /> SR5 NOT TO SCALE 452 X—BRACE AT ALTERNATE BAYS. NOT TO SCALE V4.52 NOT TO SCALE R52 NOT TO SCALE SR5 NOT TO SCALE R52 NOT TO SCALE <br /> METAL PANEL AT EACH BAY <br /> 15/32 <br /> r- <br /> N <br /> BRACE RIVET DETAIL <br /> 0 <br /> SHELF BEAM RIVET <br /> TAB ENGAGES 16 GA POST <br /> POST SLOT EI° ,off <br /> S LF GALV 5/a• PARTICLE M '/8'X Via, _p <br /> SHELF BEAM BOARD SLOT 9 <br /> 2 "8 SMS 0 2'-0' OC <br /> ------ , Gam` INTO BOTH POSTS & <br /> TAB CONNECTION q�'� PANEL OR BRACE <br /> �— El <br /> I <br /> SHELF BEAM POST <br /> FRONT ELEVATION SIDE ELEVATION <br /> BRACE OR <br /> BACK PANEL <br /> 15 GA SR52 <br /> SEEe <br /> LIGHT DUTY SHELF & BEAM s LIGHT DUTY SHELF BEAM TO POST CONNECTION 9 LIGHT DUTY BACK BRACING to BACK—TO—BACK CONNECTION 11 NOT USED /Oim2*N NOT USED <br /> R52 NOT TO SCALE SR5 NOT TO SCALE SR5 NOT TO SCALE SR5 NOT TO SCALE R52 SR52 <br /> Q <br /> N <br /> zo (V r <br /> Qo N <br /> Oo N <br /> O <br /> O <br /> N <br /> O zo <br /> N <br /> N <br /> O <br /> v v <br /> ao <br /> to fV O <br /> O <br /> N to Op <br /> � N <br /> Q <br /> O � <br /> ao <br /> O N O O O O t0 O O O O <br /> N N N N N N N N N <br /> N � <br /> N <br /> O <br /> v ao i0 <br /> v <br /> v <br /> O <br /> O <br /> N Qo <br /> O <br /> N <br /> Q <br /> i0 O <br /> Q � <br /> r <br /> O <br /> O <br /> ao O <br /> N do N to lD <br /> O <br /> 13 PROFILE "A" A-1 14 PROFILE "B" B-11 B-2 15 PROFILE "C" C-1 to C-5 16 PROFILE "D" D-1 17 PROFILE "F" F-1 78PROFILE "G" G-11 G-2 19 PROFILE "H" H-11 H-2 20 PROFILE "K" K-1 to K-3) /02"iN PROFILE "S" S-1 to S-3 <br /> R52 NOT TO SCALE R52 NOT TO SCALE SR5 NOT TO SCALE SR5 NOT TO SCALE R52 NOT TO SCALE SR5 NOT TO SCALE R52 NOT TO SCALE R52 NOT TO SCALE R5 NOT TO SCALE <br /> GENERAL NOTES <br /> 1. THIS DRAINING SHOWS TYPICAL COMPONENT ASSEMBLY AND. 4. SPECIAL INSPECTION <br /> ARRANGEMENTS. SEE TARGET FIXTURE PLAN SHEET SR11 FOR • PERIODIC INSPECTION FOR ANCHOR INSTALLATION ON FIXTURES <br /> SPECIFIC LOCATIONS OVER 8'-0' PER CBC 1705.12.7 <br /> ' NO WELDING IN FIELD. <br /> 2. MATERIAL: 5. THE COMPONENTS REPRESENTED HERE ARE <br /> STEEL ASTM A653 HSLA5 GRADE 50 CLASS 2 MANUFACTURED BY LOZIER. <br /> 3. FLOOR ANCHORS: 6. PROFILES CAN VARY FROM THOSE SHOWN <br /> • DEWALT SCREW-BOLT + %' of x 3' LONG IN DETAILS 13 THRU 21 AS LONG AS MAXIMUM <br /> (2 /2' MIN EMBEDMENT) SHELVING SPACE OF 36' IS MAINTAINED. <br /> ICC ES REPORT ESR-3889 <br /> 7. SHELVING COMPONENTS AND CONFIGURATIONS ARE DESIGNED <br /> POWERS WEDGE-BOLT + 3/a' 0 x 3' LONG TO A CBC SEISMIC DESIGN CATEGORY D. <br /> (2 1/2' MIN EMBEDMENT) <br /> ICC ES REPORT ESR 2526 8. LEVEL AS REQUIRED W/STEEL SHIMS (2' MAX). <br /> CITY OF LA RR 1125808 <br /> DATE ISSUED ISSUES AND REVISIONS TARGET STORE STORE VERSION TITLE SHEET <br /> T. 17 JANUARY 2019 01-17-19 ISSUED FOR PERMIT <br /> • 0 Structural Engineers ,►r "� DRAWN BY -0738 N/A <br /> EUniversity <br /> r4 AS2550 <br /> uto 201 SAvenue West1 9 , <br /> I'mMMS LIGHT DUTY SHELVING <br /> Saint Paul MN 55114-1904 "D.S= r" TRACY, CA <br /> CHECKED BY PROJECT CODE CONFIGURATION <br /> E R I C K S E CI R O E D 4,, � ..0.63 /20 52 <br /> 1000 NICOLLET MALL & ASSOCIATES 651.21.757.com �} MC /RTMMINNEAPOLIS, MINNESOTA 55403 2800 NAGLEE RD ANCHORAGE & DETAILS <br /> TRACY, CA 95304 WA LL <br /> _ 1/16/19 <br />