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I <br />! IL - 1L! I __ I I .1 <br />CLOSURE TUBE - NO SLOTTED <br />OPENING AT MID SPAN OF FRAME <br />n <br />OUTSIDE FACE OF END FRAME <br />ANCHOR STRAP (1" WIDE x 22GA THICK) <br />FIELD CUT STRAP AS SHOWN AND ATTACH <br />N <br />cO <br />TO INSIDE FACE OF FRAME WITH (2) <br />22 GAUGE 1 <br />#12-14x3/4" TEK SCREWS AT SPACING <br />STEEL STRAP <br />SHOWN. REF 3-FXS1 FOR PLACEMENT OF <br />STRAP AND ANCHOR TO SLAB WITH SAME <br />1/2" DIAMETER <br />BOLT NOTED FOR TYPICAL ANCHOR <br />HOLE <br />1 <br />o 'a - CONDITION AT THE END FRAME. <br />_ <br />4Q <br />1 1/2" <br />•" <br />ALTERNATIVE ANCHOR STRAP/BOLT CONNECTION AT <br />ALTERNATIVE ANCHOR AT <br />END FRAMES - ONLY ALLOWED FOR USE WHEN <br />4A - TYPICAL SINGLE ANCHOR STRAP HALF GONDOLA END FRAME I CLOSURE TUBES DO NOT HAVE A SLOTTED OPENING <br />CLOSURE TUBE <br />(TYP AT HALF GONDOLA END FRAME) <br />OUTSIDE FACE AT END FRAME <br />LIGHT GAUGE STEEL STRAP (GALVANIZED) <br />1" WIDE x 22 GA MIN THICKNESS <br />REF 3-FXS1 FOR PLACEMENT OF STRAPS <br />(1) ANCHOR BOLT(S) PER STRAP/PLATE: 3/8" DIA <br />•,d- DEWALT SCREW BOLT+, REF 2-FXS1. <br />.a <br />a 9 , <br />hnom = 2", ho = 2 1/2", (UNO). <br />AT GONDOLA INTERIOR & <br />END FRAMES <br />94A <br />TYPICAL ANCHOR AT GONDOLA FRAMES <br />1 112" = T-0" <br />DESIGN SHELF LOADS: <br />12" SHELF = 50 LBS/SHELF <br />15" SHELF = 50 LBS/SHELF (APPAREL) <br />18" SHELF = 125 LBS/SHELF <br />= 50 LBS/SHELF (APPAREL) <br />24"(+) SHELF = 150 LBS/SHELF <br />= 225 LBS/SHELF (GROCERY) <br />30" (HD TV) SHELF = 75 LBS/SHELF <br />NO. OF SHELF LEVELS/FIXTURE HEIGHT: <br />(4) LEVELS AT HT. < 48" <br />(5) LEVELS AT 48" < HT. < = 90" <br />(7) LEVELS AT HT. > 90" <br />(4) LEVELS AT "24V" & "24X" (FULL) = 78" & 90" <br />(4) LEVELS AT HD TV = 120" (YZ) <br />(NOTE: ITEMS LISTED MAY NOT EXIST IN <br />PROJECT). <br />VARIES <br />TYPICAL SHELF FRONT VIEW <br />EXISTING <br />WALL STUDS <br />EXISTING WOOD <br />BLOCKING (CONTACT <br />ARCHITECT FOR <br />DIRECTION IF BLOCKING IS <br />NOT FOUND AS SHOWN) <br />�— BOLT ALL UPRIGHTS <br />TO WALL, REF <br />GONDOLA UPRIGHT <br />ANCHORAGE AT WALL <br />GONDOLA UPRIGHT <br />FRAME, REF PLAN <br />NOTE: <br />ANCHOR AT UPRIGHT IS <br />NOT REQUIRED IF FRAME <br />HEIGHT OR ADJACENT <br />WALL HEIGHT IS LESS <br />THAN 72" (6-0") <br />BOLT ALL UPRIGHTS TO WALL AT <br />6'-0" AFF. USE (1) 1/4"x6" LAG <br />SCREW WITH 1/2" DIA WASHER <br />AT STUD WALLS <br />GONDOLA UPRIGHT FRAME, <br />REF FINAL MERCHANDISE PLAN <br />NOTE: <br />HALF GONDOLAS SHALL BE ANCHORED TO <br />WALL AS SHOWN TO SATISFY OWNER <br />REQUIREMENTS. WALL ANCHORAGE IS <br />NOT REQUIRED FOR SEISMIC DESIGN OR <br />CODE COMPLIANCE. <br />WOOD BLOCKING AT STUD WALLS GONDOLA UPRIGHT <br />ANCHORAGE AT WALL <br />3, REF <br />XS� <br />REF 3-FXS1 FOR <br />BASE ANCHORAGE <br />WALL ANCHOR AT HALF GONDOLA UPRIGHT <br />NTS <br />4„ 21/2" MIN <br />6 1/2" MAX <br />END OF AT 24" HALF GONDOLA <br />FRAME TY <br />EACH S DE I I O Z) <br />z u6 <br />WALL OR <br />FIXTURE FIXTURE a 2 <br />FRAME a U) = w <br />SHELVES <br />CL OF ABOVE 0 9 LL <br />00 <br />ANCHOR o = i- z <br />BOLTS, TYP l 4A v z a Q <br />w XS UPRIGHT a <br />z FRAME, TYP <br />i - - <br />(2) ANCHOR can z w <br />wz STRAPS, TYP O F U <br />AT INT FRAMES = w <br />U <br />(1) ANCHOR STRAP, Q o } <br />4A TYP AT END FRAME o Q <br />XS (INSERT STRAP > o w <br />THRU SLOT AT TOP O w <br />OF FRAME LEG) a <br />UL <br />"Ell <br />HALF GONDOLA <br />PLAN VIEW <br />VARIES <br />WALL OR <br />FIXTURE <br />FRAME <br />REF 5-FXS1 FOR <br />HALF GONDOLA SIDE VIEW AT <br />WALL OR FIXTURE FRAME <br />F <br />TYPICAL GONDOLA SHELVING ELEVATIONS <br />3/8" = T-0" <br />UPRIGHT POST <br />CONNECTION TO <br />ca E d TIGHTENING REQUIREMENTS: <br />- <br />d-'. "SNUG TIGHT" - NO GAP BETWEEN <br />L L HEAD OF ANCHOR BOLT AND BASE <br />4. PLATE OR ANCHOR STRAP. <br />b t - PLATE/STRAP THICKNESS <br />4 ° : ~"° hnom - EMBEDMENT DEPTH <br />` <br />ho - MIN HOLE DEPTH <br />� . 'o , n• -. <br />La - LENGTH OF ANCHOR <br />NOTE: <br />ALL ANCHOR BOLTS SHALL BE DEWALT SCREW BOLT+. <br />THE ANCHORS MUST BE INSTALLED IN ACCORDANCE WITH THE <br />MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS AND <br />PER ICC ESR-3889 REPORT. (IN CASE OF CONFLICT, THE ICC ESR- <br />3889 GOVERNS). REF ANCHOR DETAILS FOR DIAMETER AND <br />EMBEDMENT. <br />NOTE: <br />IF CENTERLINE OF ANCHOR BOLTS FALLS WITHIN 1 3/4" OF <br />CONTROL JOINT, SHIFT FIXTURE 2" (MAX) PERPENDICULAR TO THE <br />JOINT, OTHERWISE SUBMIT RFI TO THE ARCHITECT FOR <br />ALTERNATE INSTALLATION BEFORE INSTALLING BOLTS. <br />ANCHOR BOLT DETAIL <br />NTS <br />BASE DECK <br />SHELVING <br />REMOVED <br />FOR CLARIT) <br />INSTALLATION NOTES: <br />1. GAPS BETWEEN SHELVES <br />SHALL NOT EXCEED 5/8". <br />2. UPRIGHT DEFLECTION SHALL <br />NOT EXCEED 1 3/8" IN A <br />HORIZONTAL PLANE. <br />3. SHELVES SHALL NOT SLOPE <br />DOWN TO THE FRONT DUE TO <br />UPRIGHT DEFLECTION. <br />4. SHELVES ABOVE BASE DECK <br />SHELVING LEVEL SHALL NOT <br />EXTEND BEYOND BASE DECK <br />SHELVING AT ANY TIME. <br />5. EXTENDERS SHALL NOT BE <br />USED ON ANY HALF GONDOLA <br />THAT WILL CREATE A HEIGHT <br />OF 72" OR TALLER UNLESS IT <br />IS ANCHORED TO THE WALL. <br />ALL HALF GONDOLAS 72" OR <br />TALLER MUST BE ANCHORED <br />TO THE WALL AT 72" AFF, REF <br />GONDOLA UPRIGHT <br />ANCHORAGE AT WALL. <br />DENOTES ANCHOR BOLT(S) AT <br />SHELVING FRAMES REQUIRING <br />ANCHORAGE, REF SHELVING I__24X—I <br />FIXTURE AND ANCHORAGE <br />SCHEDULE FOR REQUIRED <br />ANCHORAGE DETAIL, TYP <br />ONLY THOSE SHELVING <br />FIXTURES NOTED ON THIS PLAN <br />REQUIRE ANCHORAGE (UNO). <br />FIXTURE ANCHORAGE PARTIAL PLAN <br />T. = 20'-0" <br />ui <br />w N J Or <br />Z) <br />O w L <br />cf)0 <br />Z W w L <br />u)�w-ZrO�zu� <br />wLLJ <br />~zw~�waz�r z <br />Q~ Hu)Lwi W LLOpw�� WpU <br />wwa3~�¢�irawz< <br />O <br />d~ J z <br />cn��n¢p�0=>p��¢ <br />zQJ <br />�0=p <br />�(7pzz <br />LwLI <br />xZNz<a <br />OOF,,�- <br />1Lz <br />W=-00p <br />EzQ2�o<LLO�Uafwns�_>LLOrnuw <br />wMw(wz <br />ox mo¢ <br />zFt:81286H <br />wa <br />0u)agXXDN0ui08X<�g <br />w <br />z7 <br />C) c) <br />Q) <br />'c) <br />i <br />Iv/'� <br />F� <br />O cn <br />M V <br />t <br />Vf <br />LU) <br />n, a <br />cn <br />o a <br />O <br />U <br />< w <br />0 <br />00 _ w <br />c=) c) <br />00 0 <br />Z <br />w <br />J <br />Z <br />n n a <br />P-1 ow Z <br />.. w <br />�°r <br />J w CD <br />of <br />T � N <br />i <br />0 <br />T� <br />1 <br />w <br />m <br />Wz <br />NO <br />ISSUE BLOCK <br />CHECKED BY.- <br />DGH <br />DRAWN BY: <br />MAV <br />PROTO: <br />EOTF <br />DOCUMENT DATE: <br />04/01/19 <br />JBA PROJECT NO: 1935000706 <br />�%HAL <br />= N o L" <br />ATE OF <br />O H 1 O'.:•' <br />S <br />I <br />I. <br />I� <br />f� <br />SHEET <br />FXS1i <br />FIXTURE <br />ANCHORAGE <br />PLAN, NOTES <br />AND DETAILS <br />