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4'-0' BAY VARIES 8'-0' OR 12'-0' 2' WIDE x 2'/2' TALL 16 GA BRACE TYP 0 0 ❑ ❑ ❑ ❑ 0 6A o , a - ❑ SR51 �'• ° ❑ 00 0 � ° IQ SIM ° SR51 ° ❑ ❑ v 00 00 ❑ ❑ 0: 0o 5 0o SR51 10 ° 00 00 z o0 0o SR51 0 0 00 00 TYP 1/s 13 ❑ 1 • o ❑ 00 00 00 I I 00 00 00 00 00 " 0 0 ❑ ❑ 00 3 g oo 0 o DECK SR51 SR51 BEAM 00 00 00 ELD N2.SIDES 0o 0o 00 6B 0o ° ° ❑ 0o SR51 0o 8 ❑ ❑ SR51 00 ° ° 00 00 00 00 ❑ ❑ ° ° N F— v v v v v v v v v NOTE: FOR SPECIFIC FRONT ELEVATION CONFIGURATIONSSIDE ELEVATION SEE ELEVATIONS 12 TO 16 SR51 SR51 1 10' TYPICAL PALLET RACK ELEVATIONS 2 NOT USED SR51 SEE INSTALLATION DRAWINGS 3/4"=1'-0" R51 FOR SITE SPECIFIC INFORMATION 1' VOC E x 14 GA CHANNEL a TYP W/WIRE DECKING Y6' BENT PL 3/6' BENT PL ----------------------------------------- COLUMN THICKNESS: IL a 14 GA 3� ----------- - zo N ----------- N ------------ BEAM ;r SEEe R5 % RIVET % RIVET a WIRE DECKING AND CHANNEL 3 RIVET CLIP @ 4 RIVET CLIP @ ANCHORING OTE: 3 SUPPORT 5A 4" BEAMS 5B 6" BEAMS 6A TYPICAL COLUMN PROVIDE TWO 1/2' 0 SR51 NOT TO SCALE SR51 NOT TO SCALE SR51 NOT TO SCALE SR51 ANCHORS AT HOLES NOT TO SCALE ADJACENT TO POST SIDES AS SHOWN. INSIDE BASE PLATE HOLADDES DO L ANC OOT NEED RS 6' X10 IN OPEN HOLES 70 UNLESS SLAB CONTROL q JOINT INTERRUPTS COLUMN THICKNESS: PRIMARY LOCATIONS. 1/2' 3. 1/2' �y/5�'6 BOLTS HOLES 14 GA . a REINFORCED COLUMNS 1/8 11/2 V ❑ ❑ 3 POST 0 SEEMUSE9 RACDON ALL KING LOCATIONS s 1/2 Z � ° 3' RACK POSTS PL O 0 OPEN HOLES- Z a O NO FLOOR ANCHORS a N 1/s 0 SR51 2 -5/6' x 3'-0' TOP SET N 0 2' x 21/2' x 16 GA ° ° LOCKING PIN AT 3'-O' AFF o a BRACE 6' 1 1"-6" O O ' ❑ FLUE SPACE ° FOR UPLIFT 0 /s DOUBLE ANGLE INSERT c0 . RESISTANCE @ 3'-0" AFF �o o� /s ❑ o 3/g PLATE I/s 23 ❑ ° 4 -1/2' >� THREADED BOLTS 0 0 1/s" 11/2 TYP 'l (4%" @ 6" BM) • -------------------------- • 0 4' HIGH I/8 2 v ifl I v • -------------------------- • TYPICAL INTEGRAL ❑ 14 GA TUBE POST a SIM BRACE END PL CONNECTOR MEMBER IS ° ° 0 N N •x 3 TI REINFORCED COLUMN PROTECTION 3 3' CONNECTION 0 6B /6' NN N SEE 5A FOR 4' BEA HORIZONTAL ❑ ° M POST PL 0 BEAM ❑ 14 GA ROW SPACER CHANNELS N O SEE 5B FOR 6 BEAM ° IN NN SEE 5A & 5g SR51 NOT TO SCALE 2%' R5 R5 1/2' FLOOR ANCHOR, 1/s ONE TYPICAL EACH UPRIGHT 4 ON BACK TO BACK RUNS 6' SEE GENERAL NOTE 3 (6" @ 6" BM) ❑ ✓ SEE FIXTURE PLAN FOR LAYOUT 1/s 1-12 1/8 11/2 4 PLATE CONNECTION 5 BEAM /COLUMN CONNECTION 6 COLUMN SECTIONS NOT USED 8 TYPICAL PALLET RACK BASE PLATES 9 BEAMS 10 TYPICAL BRACE 11 BACK TO BACK ROW SPACER ELEVATION SR51 OVER CONVEYOR NOT TO SCALE SR51 NOT TO SCALE SR51 NOT TO SCALE SR51SR51 NOT TO SCALESR51 DIMENSIONS AND PROPERTIES NOT TO SCALE SR51 NOT TO SCALE I,SR51 NOT TO SCALE FRAMES ONLY UNITS: INCHES UNO 12' WIRE STOP RISER 12' WIRE STOP RISER 12' WIRE STOP RISER 12' WIRE STOP RISER 12' WIRE STOP RISER CLIPPED ONTO WIRE CLIPPED ON TO WIRECLIPPED ONTO WIRE CLIPPED ONTO MIRE CLIPPED ON TO WIRE LENGTH VARIES DECKING LENGTH VARIES DECKING LENGTH VARIES DECKING LENGTH VARIES DECKING LENGTH VARIES DECKING 0 0 12' WIRE STOP RISER N o CLIPPED ONTO MIRE 12' WIRE STOP RISER m K, DECKING CLIPPED ONTO MIRE 12' WIRE STOP RISER DECKING CLIPPED ON TO WIRE DECKING Ln zz� N 12' VIRE STOP RISER N CLIPPED ON TO WIRE 0 DECKING OPTIONAL BEAM LOCATION. 12' WIRE STOP RISER ' BEAM TO BE PLACED O MAIN CLIPPED ON TO WIRE 12' WIRE STOP RISER m o DECKING CLIPPED ON TO WIRE TRAFFIC AISLE. TWO BEAMS o o rc' DECKING o 0 0 REQUIRED FOR BACK TO BACK 12' WIRE STOP RISER APPLICATIONS. USED TO o 0 o CLIPPED ON TO MIRE o o PROTECT LIGHT FEATURE DECKING 12' WIRE STOP RISER N IF PRESENT U DECKIND ONTO WIRE 0 ao 0 o `O Q 12' WIRE STOP RISER o 12' WIRE STOP RISER CLIPPED ONTO MIRE v CLIPPED ON TO WIRE v DECKING DECKING ' M � o 12 ONE TIER PASS THRU PROFILE 13 TWO TIER PROFILE 14 THREE TIER RACK PROFILE /0105"N FOUR TIER RACK PROFILE /01"6"N FIVE TIER RACK PROFILE SR51 REF: DETAILS@14) NOT TO SCALE SR51 REF: DETAIL SR51 NOT TO SCALE SR51 REF: DETAIL SR51 NOT TO SCALE SR 0 REF: DETAIL SR51 NOT TO SCALE SR51 REF: DETAIL SR51 NOT TO SCALE PROFILING NOTE: GENERAL NOTES . ALL INSTALLATIONS SHALL COMPLY WITH THE PROFILES SHOWN IN 12 TO 16 1, THIS DRAWING SHOWS TYPICAL COMPONENT ASSEMBLY AND 3. FLOOR ANCHOR: 4, SPECIAL INSPECTION 6. THE COMPONENTS REPRESENTED HERE ARE R5 R5 ARRANGEMENTS. SEE TARGET FIXTURE PLAN SHEET SR11 FOR •DE ALT SCR �y- OLT + 1/2' x 3' LONG PERIODIC INSPECTION FOR ANCHOR INSTALLATION ON FIXTURES MANUFACATURED BY SPACERAK. RMI CERTIFICATION °5170. • MAXIMUM NUMBER OF SHELVES (TIERS) SHALL BE FIVE. SPECIFIC LOCATIONS. (2 /2' MIN EMBED�ENT) OVER 8'-0' PER CBC 1705.12.7 • MAXIMUM DISTANCE BETWEEN TIERS SHALL BE 5'-1', ICC ES REPORT ESR-3889 NO WELDING IN FIELD. 7, SHELVING COMPONENTS AND CONFIGURATIONS CONFORM TO 2. MATERIAL: 1 RlylI AND ARE DESIGNED TO A CBC SEISMIC DESIGN • MAXIMUM DISTANCE FROM THE FLOOR TO THE BOTTOM TIER SHALL BE 8'-1'. STEEL ASTM A1101 HSLA GRADE 55 CLASS 2 'POWCATEGORY D. WEDQE-BOLT + /2' � x 3' LONG R5 (2 /2' MIN EMBEDMENT) 5. FOR BACK TO BACK ROW SPACERS SEE e . ICC ES REPORT ESR 2526 CITY OF LA RR "25808 8. LEVEL AS REQUIRED W/STEEL SHIMS (2' MAX), DATE ISSUED ISSUES AND REVISIONS TARGET STORE STORE VERSION TITLE SHEET w z, � 17 JANUARY 2019 01-17-19 ISSUED FOR PERMIT 7 • Structural Engineers % �' � DRAWN BY —O I 3 H wA 2550 University Avenue West MMS PALLET RACK E Suite 201-S �'�' , 0� TRACY, A Ho � � TARGET CSaint Paul, MN 55114-1904 CHECKED BY PROJECT CODE CONFIGURATION1000 NICOLLET MALL ERICKSEN ROED 651.251.7570 � ANCHORAGE & DETAILS SR51 MINNEAPOLIS, MINNESOTA 55403 & ASSOCIATES www.eraeng.com MC /RTM 2800 NAGLEE RD ,p k` TRACY, CA 95304 WA LL 1/16/19