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4'_0' <br /> MAX 24' <br /> E oil, <br /> 7 <br /> 7/32' HARDBOARD R53 <br /> TYP <br /> x <br /> a <br /> x O N i - - - - - --- - - - - <br /> � X � � ---------------- ---- 12 TYP WHEN 1. <br /> N p - - - - - - - - - - - <br /> 0 ADJACENT <br /> may. <br /> R53 TO MALL <br /> _ 18 GA BENT PL <br /> -� - - - - - - - - - ------------------------------------- - <br /> ti <br /> N <br /> MIN 3/6' CHANNEL <br /> - <br /> - --- <br /> E <br /> ---------------------------- 5 <br /> o o o o o 0 0 V 7 o �- o ------Q - -----�-------- o <br /> o o o o o 'o o n <br /> FRONT ELEVATION NOTE: SIDE ELEVATION FRONT ELEVATION SIDE ELEVATION <br /> FOR ADDL INFO FOR OPP8 <br /> CONNECTION & MATERIAL <br /> HAND R53 <br /> SEE <br /> (g) <br /> i GONDOLA ELEVATIONS 2 NOT USED 3 TYPICAL GONDOLA ELEVATIONS 4 NOT USED 5 NOT USED 6 GONDOLA POST <br /> SR53 SEE INSTALLATION DRAWINGS FOR LOCATION IN STORE. NTS SR53 SR53 NOT TO SCALE SR5 R53 R53 NOT TO SCALE <br /> 10 MIN 1x BLOCKING <br /> SR53 <br /> GONDOLA LEG BY BUILDING AOR <br /> SEE 8 <br /> 14 GA BASE SHOE 1 12 GA BENT <br /> 1�4' TAB ENGAGING <br /> 14 GA LOCKING ANCHOR SLOT GONDOLA BASE (1) %' FLOOR ANCHOR <br /> HOOK TYP - SEE SEE GENERAL NOTE °3 <br /> SEE10 R5 <br /> R5 � -------• 11112' 3/4' 11'12' INTERIOR MALL <br /> EXTERIOR OR <br /> EL= <br /> _ SEE PLAN <br /> •� GONDOLA 107'-6' <br /> 3/16' RIVET 5 _3/8• POST M • GONDOLA 1 A PLATARC SPOT O <br /> WELDS SINGLE 11 BASE � 2 G L E , <br /> • • FACED — 13 <br /> Q 12 GA ARM SR53 I R53 <br /> 06I-FtGONDOLA BASE TOP OFCONCRETE00 5/16' SLOT IN WEB OF BASE GONDOLA POST <br /> a (LARM d d131 O ONE %' FLOOR SEE ANCHOR THROUGH NC OR <br /> GA STRAP DOUBLE HOLES USING SEE GENERAL NOTE 93 FOR R5 <br /> 1 & 4 POSITION 2.35' 3.41' FACED PATTERN SHOWN ANCHOR INFORMATION <br /> 3 POSITION 3.86' <br /> 4.92' <br /> FOR CONNECTION TO SLAB <br /> SEE & 10 ANCHORAGE NOT REQUIRED FOR <br /> R5 R5 GONDOLAS LESS THAN 8'-0' TALL <br /> GONDOLA ARM 8 GONDOLA BASE 9 GONDOLA ANCHORAGE PLAN 16BASE ANCHORAGE » DETAIL 12 WALL ANCHORAGE <br /> SR5 NOT TO SCALE SR53 NOT TO SCALE kZ.53 NOT TO SCALE SR53 NOT TO SCALE R53 NOT TO SCALE SR53 NOT TO SCALE <br /> THIS SIDE TO BE INSTALLED <br /> TO 1x6 BLOCKING /MINIMUM <br /> 3� <br /> 74' OF ONE 1/4' XX1' LAG LAG SCREW. TWO <br /> MAY BE PROVIDED, BUT ONLY <br /> WOOD BLOCKING %. %• VONE IS REQUIRED. <br /> THIS END SLOTS INTO zo <br /> MANUFACTURED HOLES `` <br /> FoIN UPRIGHT cr <br /> TOP VIEW <br /> O <br /> M <br /> GONDOLA <br /> UPRIGHT <br /> SEE Q <br /> R5 m <br /> 12 GA PLATE & SCREWS 9/32 • DIA <br /> SEE 14 (2) PLS LL <br /> SIDE VIEW <br /> ELEVATION NOTES: <br /> MAT'L 12 GA GLV <br /> 13 DETAIL �4 WALL MOUNT BRACKET DETAIL 15 NOT USED �6 NOT USED » NOT USED 78NOT USED <br /> SR53 NOT TO SCALE SR53 SR5 SR53 SR53 R53 <br /> GENERAL NOTES <br /> 1. THIS DRAWING SHOWS TYPICAL COMPONENT ASSEMBLY AND <br /> ARRANGEMENTS. SEE TARGET FIXTURE PLAN SHEET SR11 FOR <br /> SPECIFIC LOCATIONS. <br /> 2. MATERIAL: <br /> STEEL ASTM A1011 HSLA5 GRADE 50 CLASS 2 <br /> • SHELF - Fy = 90 ksi <br /> • POST - Fy = 65 ksi <br /> • BASE - Fy = 45 ksi <br /> • BASE HOOK - Fy = 80 ksi <br /> 3. FLOOR ANCHORS: <br /> • DEWALT SCREW-BOLT + %' A x 3- LONG <br /> (2 1/2' MIN EMBEDMENT) <br /> ICC ES REPORT ESR-3889 <br /> . POWERS WEDGE-BOLT + %' 0 x 3' LONG <br /> (2 1/2' MIN EMBEDMENT) <br /> ICC ES REPORT ESR 2526 <br /> CITY OF LA RR °25808 <br /> 4. SPECIAL INSPECTION <br /> PERIODIC INSPECTION FOR ANCHOR INSTALLATION ON FIXTURES <br /> OVER 8'-0' PER CBC 1705.12.7 <br /> NO WELDING IN FIELD. <br /> 5. SINGLE SIDED GONDOLAS ALONG PERIMETER WALLS MAY BE <br /> ANCHORED TO 1x WOOD BLOCKING (MIN). SEE 12 FOR ATTACHMENT <br /> DETAIL AT EACH UPRIGHT. R5 <br /> 6. THE COMPONENTS REPRESENTED HERE ARE MANUFACTURED <br /> BY LOZIER CORPORATION. CITY OF LA CERTIFIED FABRICATOR 1*1644; <br /> OR SYNDICATE SYSTEMS, CITY OF LA CERTIFIED FABRICATOR °2043. <br /> 7. SHELVING COMPONENTS AND CONFIGURATIONS ARE <br /> �9 NOT USED 20 NOT USED 21 NOT USED 22 NOT USED 23 NOT USED DESIGNED TO A CBC SEISMIC DESIGN CATEGORY D. <br /> SR53SR53 kZ53 kZ53 R53 <br /> DATE ISSUED ISSUES AND REVISIONS TARGET STORE STORE VERSION TITLE SHEET <br /> T. <br /> !� 17 JANUARY 2019 01-17-19 ISSUED FOR PERMIT <br /> Structural Engineers DRAWN BY T-0738 wA <br /> 2550 E <br /> Suite 201 S University Avenue West MMS <br /> WINM.SmARGET TRACY, CA SALES FLOOR GONDOLA <br /> E R I C K S E N R O E D Saint Paul, MN 55114-1904 06/30/20 CHECKED BY PROJECT CODE CONFIGURATION <br /> 651.251.7570 ._...�._. ANCHORAGE & DETAILS <br /> SR53 <br /> 1000 NICOLLET MALL �} <br /> MINNEAPOLIS, MINNESOTA 55403 & ASSOCIATES www.eraeng.com TMC /RTM 2800 NAGLEE RD <br /> TRACY, CA 95304 wA LL <br /> _ 1/16/19 <br />