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�°_ <br /> �_ <br /> __ _ _ <br /> 1 <br /> � <br /> I <br /> NOTE: <br /> i <br /> SINGLE RUNS OF SHELVING <br /> ONE BAY TO USE STEEL STRAP BRACING <br /> 4,_p� 237/e' PER 2q <br /> R5 <br /> � BACK- 0-BACK SHELVING � <br /> e o <br /> � � i� � TO USE STEEL SHEAR PANEL <br /> . o _ � <br /> � ------------------ -� co <br /> :" e d '�� PER 2B <br /> , <br /> 3 � e d � R5 � <br /> � � N <br /> o � � o 0 <br /> — R52 7 TYP � '�. � � = <br /> ° R5 SHELF a � ------------------ � - ° ° 9/6" DIA . . <br /> a o 0 0 6 a a . TYP + + <br /> _ e d . � <br /> (2) PLS N . <br /> o r . <br /> e e - _ <br /> R5 � <br /> a o o a o f— <br /> d e <br /> � � <br /> .o a. . _ <br /> e e . <br /> _ M <br /> a o , , O a o <br /> _ d d <br /> i . <br /> d e , 7 3� <br /> v <br /> 1 NOMINAL SIZE <br /> 0 0 .o . � � �6 74 <br /> d e <br /> . , � <br /> e d TYP <br /> 5 <br /> _ /s <br /> ° ° ° � 2 <br /> 5 VARIES <br /> __ � � /a <br /> � .o o. . <br /> J o `o <br /> d d ��.:.: <br /> ; d d � a a <br /> W , <br /> ' O` <br /> 2 _ <br /> . . . � I � . . . . . . . . . . . . <br /> PLA IE <br /> e e N V W <br /> N . <br /> .o o. M <br /> . . . . . ... . ... ... e . . �� � e . .. . . . . .. . . . . . . . . . . . . . <br /> . . . .. . . . �. . . . . . . . . .� . . �- .� � . . . . . . . . .' ... . �� � � � . . �� . . . . . <br /> LL� . p <br /> e ——————————— ' ——————————— <br /> e <br /> Z ; o' ' ,' o <br /> d e <br /> • I I I I <br /> O � � � � � <br /> � <br /> .a o - ' O . <br /> d e � � n n n n <br /> 0 <br /> , <br /> _ � � <br /> o . . e o , , , , <br /> _ d , , <br /> _ � <br /> d e N . <br /> 0 0 .o o. � <br /> I I I I <br /> e e ° ° <br /> a , ,; I I I I : <br /> . . . . . .. . .. � .� e ��� � � . e . .. . . . � . . . . . . . . . . . . . . . . . . . . . . . . , . . .. . <br /> � . � . . . . . � � � � � . � . .. . .�,�. . . . .� .o . . . . . . . . �a .. . . . . .. . : � .. . . � . � .. ... . . . , . .. . . . .. � . . . . . . .. . . . . . . . . . . . . . . � . . . . � . .. � � . � . . . � � <br /> 9 I <br /> d e <br /> . U <br /> 1 <br /> t . <br /> .o <br /> .125 .020 <br /> �6 �2 I I I �I I� I I I I I I I <br /> o. � � < � � <br /> 8 0 <br /> � <br /> d <br /> d <br /> � � <br /> . . \ <br /> 0 o U U IJ U LJ LJ . ' � <br /> a , a o TYP ao <br /> e e cfl ❑ ❑ <br /> R5 � � � v <br /> , _ , � <br /> , <br /> . , _ <br /> e e � � <br /> . <br /> , <br /> � � <br /> 0 0 .o o. N a o <br /> . � n n n n n n � <br /> , <br /> d e <br /> . <br /> , <br /> a e , , , _ <br /> __ : . <br /> e e <br /> _ �4 � � <br /> , . 10 <br /> e , , . o a � <br /> . , e d <br /> � � <br /> . _ <br /> .o o. TYP _ _ <br /> : , ` , _ <br /> . � � R5 <br /> , d e ,. . <br /> . . . <br /> _ o o . e a o , <br /> . <br /> , # <br /> r : � � <br /> e e <br /> , <br /> o , <br /> � <br /> , <br /> (2) 10 SMS <br /> � � <br /> . , <br /> , � <br /> � � <br /> � <br /> � <br /> � <br /> . � : <br /> e :_ TYP <br /> . N II � I I I I I <br /> � I I I <br /> , � <br /> T0 POST <br /> , � � <br /> :; ; .o o. o o � <br /> , c co � <br /> � <br /> � � � � � � � <br /> . \ <br /> � <br /> tl tl . , N _ I . <br /> , INTERIOR <br /> LJ LI , LJ LJ U <br /> . U <br /> � . , " N Ln �"� �- � <br /> � �---� —�---� �-----------� <br /> .,, . d e � • . � � . . 6A <br /> _-- o 0 0 -� � . . , <br /> d d -I- -� � . . <br /> .o o. . � 0 , . <br /> 9 . a o <br /> e e � 3 � 3 . � � �---. - R5 <br /> a . � � o �32 /6 DIA 12 GA MTL <br /> �w � HOLE e e <br /> � ' <br /> 5 c� TYP <br /> � 6 -0C TYP e ' d <br /> , _ 4 <br /> o D .o o. o 0 16 GA POST <br /> d e O P A H RA E T _ <br /> 2 LS NC O G A PERIMETER POSTS ONLY <br /> R5 ( l 18 GA MATE RIAL <br /> 2 9 e , R5 6A E T� N <br /> , d e S C � <br /> , _ ° e ` e ° ° <br /> R5 R5 4 <br /> _ d e TYP SR52 NOT TO SCALE <br /> 0 o R52 a , - . o 0 5 , i . <br /> d e � � 2/8 2�4 <br /> tl � � PERIMETER <br /> .630 NOTE: <br /> 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 , AT SINGLE RUNS. SECURE <br /> REAR ELEVATION SIDE ELEVATION ALL POSTS WITH BASE PLATES <br /> PER <br /> � 4 <br /> �a x 15 GA BRACE WITH MIN 24 GA PANEL WITH <br /> FRONT ELE ATION NOTE: R5 <br /> _ V SIDE ELEVATION # # . _ � <br /> 10 x3/4 SMS � EACH END 8 SMS � 'MAX 24 T0 POSTS ONLY ONE <br /> _ 3�a� � x 3' EXPANSION <br /> 2A BAC K B RAC I N G 2 B BAC K B RAC I N G BOLT REQ'D PER BASE PL <br /> SR5 SR52 COORDINATE BOLT LOCATION _ <br /> NOT TO SCALE NOT TO SCALE w/SLAB CONTROL JOINT <br /> _ LI HT D TY H RIZ TAL :BRA E <br /> — LI HT D TY BA K—T —BA K FL R G U O ON C <br /> � TYPICAL ELEVATIONS LIGHT DUTY SHELVING 2 BACK BRACING 3 LIGHT DUTY POST 4 11GHT DUTY POST BASE PLATE 5 G U C O C 00 ANCHORAGE 6 <br /> SR52 NOT TO SCALE SR5 — R SR5 SR5 SR5 <br /> X BRACE AT ALTERNATE BAYS. NOT TO SCALE S 5 NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE <br /> METAL PANEL AT EACH BAY <br /> . is : <br /> /� , <br /> � <br /> �- <br /> � � _ <br /> : � �_ <br /> - ' <br /> � <br /> _ N <br /> � . . . � . . � � .. � . . . � .. . � . . . . . . . . � . . � . . .. . .. . . . . .. . � . - . . . .. �. . � . � � . . � � .� . .. � � � . � . , c- . . . . . . . .. . . . � . . . � . . � . . . � � . . � � .. � . . . .� . . . �� .. � . . . . . . . .. . .. _ <br /> o BRACE <br /> 0 <br /> RIVET DETAIL <br /> , RIVET <br /> SHELF BEAM <br /> d <br /> TAB ENGAGES 16 GA POST <br /> POST SLOT °° <br /> 14 GA GALV 5 , '° <br /> /8 PARTICLE [� i � 7 , F` <br /> SNELF BEAM �s x�s � <br /> BOARD <br /> . a SLOT � ` <br /> 9 � <br /> M �y # ' ,_ � <br /> ------------`-- G-� <br /> 8SMS � 2 0OC <br /> x� INTO BOTH POSTS & <br /> 9 <br /> - TAB CONNECTION n PANEL OR BRACE <br /> � C� � � <br /> � � SEE G <br /> �—� � 0 3 � . �A <br /> �—� �-- O ❑ <br /> -__ _ . _ <br /> 1— �� <br /> R5 <br /> � <br /> O <br /> . . _ _ <br /> O 1 � <br /> �/' 3 � <br /> —� �64 �6 <br /> ��-`, �--� �--�� O <br /> --�—O L/ � �—� _ <br /> �� <br /> SHELF BEAM - POST _ <br /> 0 <br /> 0 <br /> FRONT ELEVATION <br /> SIDE ELEVATION <br /> BRACE OR <br /> BACK PANEL � <br /> - SEE <br /> 2 <br /> R5 , <br /> 15 GA � <br /> LI HT D Y LIGHT DUTY BACK BRACING _ <br /> � G UT SHELF & BEAM LIGHT D TY HELF BEA T P T E TI — — <br /> s U S M O OS CONN C ON 9 io BACK TO BACK CONNECTION » NOT USED �2 NOT USED <br /> SR52 R <br /> NOT' TO SCALE S 5 NOT TO SCALE SR5 NOT TO SCALE SR52 NOT TO SCALE SR52 SR52 <br /> PROFILE "E' (E-8) PROFILE "A" (A-1) <br /> ; <br /> _ _ : i <br /> . . _ � N O 'p�p <br /> O O O � . ' I <br /> N N (V <br /> N ON � N N I <br /> i <br /> i <br /> ^ r ; � � . <br /> � � � <br /> H � , <br /> � � I <br /> f � <br /> O O p <br /> N N (v � N O <br /> � N <br /> N I� <br /> � � <br /> � � <br /> l,0 � <br /> � <br /> Q� O O � N � I <br /> N N � <br /> I <br /> O <br /> � <br /> ------ - - - - - - - - --- -- -- --- - - - - -- - - ---- - -- — - ---- -- - ---- --- -- - <br /> -------- --- _ ' _. _ _ --- _- -— _ _ ___ - - - - - ---- - - -- --- -- ----- __ <br /> --- ___ __ ____ .--- _------- ----------- <br /> -- - -- <br /> --- � --- --- --------- ---------- <br /> --- ---------------- --. -_ -- -- <br /> ------- - <br /> - ---. ___ ----------- <br /> � ------------------ ---------- <br /> --� --------- _N <br /> � � <br /> � ap <br /> . � , <br /> — - - -� - — -- - --- . _ - - - - -- - � - %- <br /> . � � <br /> O . C' <br /> N V' � � � • � _ ' <br /> � � . � � Q' V' �' � � - <br /> . . � � � . . � . � . .. �. . . . . . . � � � � . � .i- � � . . ... � . . ..N � � �� . . . � � �� � . . � . � � � . . .� . . . . . . .. . . . �. dp � . , . � � � � .. . � � � � � � �. � . . � � � . " � � � � � � � �� . . . � . . . � . . . . . a�- .. ' . <br /> . . . . . . .. � . . . . . . . . . . . . . . . . . . . . .. . . . . � . . .. . . . <br /> _ . . . . . . � � . . � . . - . . . . . � . . . . . . . . . . . � <br /> . . . . . . . . . . . . � � . . . � . . . . . . . . . . . .. . � . � . . . . . . . .. . � . . . . . .. . . .. . . � � . . . . . . . <br /> ` . . . . . . � . � . . . . . . . . . . . . . . . . . . . � . � . . �. . � � .. . . .. � . .. . . . . . . . .. . . . . . � . . . . . . .. . . . .. , . . . , <br /> � O �r <br /> � � <br /> N � <br /> � <br /> � ' <br /> . <br /> � <br /> � � � <br /> . <br /> � � � � <br /> O � � <br /> N � <br /> � <br /> (.4 � , <br /> � � <br /> Lf) � CD � <br /> � � <br /> . <br /> � � <br /> � � <br /> O <br /> N � <br /> 00 N , <br /> � � . i <br /> ' ' <br /> � (,O � p I <br /> � � <br /> �1' ! <br /> � <br /> : II <br /> O <br /> � <br /> O � <br /> N a0 � p c0 <br /> c� <br /> r <br /> N <br /> r <br /> � . <br /> � <br /> � <br /> O <br /> � <br /> � `v �' c' � c `v' c`� a' 1 <br /> a n n n _ <br /> a ii n n n n n n n ii n ii a n a n <br /> �3 PROFILE A A—1 — �4 PROFILE B B-1 B-2 - — — - - - — — — - - <br /> & E E 8 , i5 PROFILE C C 1 to C 5 �6 PROFILE D D 1 » PROFILE F F-1 �s PROFILE G G l, G 2 �9 PROFILE H H l, H 2 2o PROFILE K K l to K 3 2� PROFILE S S 1 to S 3 <br /> SR5 NOT TO SCALE SR5 NOT TO SCALE SR5 <br /> NOT TO SCALE SR5 NOT TO SCALE SR5 NOT TO SCALE SR5 NOT TO SCALE SR5 <br /> NOT TO SCALE SR5 NOT TO SCALE SR5 NOT TO SCALE <br /> GENERAL NOTES <br /> 1. THIS DRAWING 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 IBC 1707.5 ; <br /> • NO WELDING IN FIELD. I <br /> 2. MATERIAL: � <br /> STEEL ASTM A653 HSLA5 GRADE 50 CLASS 2 <br /> 5. THE COMPONENTS REPRESENTED HERE ARE <br /> 3. FLOOR ANCHORS: MANUFACTURED BY LOZIER. <br /> • DEWALT SCREW-BOLT + 3�a' � X 3' LONG (2%2' MW <br /> EMBEDMENT) ICC ES REPORT ESR-3889 6. PROFILES CAN VARY FROM THOSE SHOWN <br /> IN DETAILS 13 THRU 21 AS LONG AS MAXIMUM <br /> - • POWERS WEDGE-BOLT + 3/S" � x 3' LONG (2%2' MIN EMBEDMENT) SHELVING SPACE OF 36' 1S MAINTAINED. <br /> ICC ES REPORT #SR 2526 7. SHELVING COMPONENTS AND CONFIGURATIONS ARE DESIGNED � <br /> _ CITY OF LA RR 25808 � <br /> � TO AN IBC SEISMIC DESIGN CATEGORY D. <br /> � 8. LEVEL AS REQUIRED WITH STEEL SHIMS (2' MAX). <br /> _ VAA #179630 <br /> DATE ISSUED ISSUES AND REVISIONS TARGET STORE : STORE VERSION TITLE ` SHEET <br /> � �. _ 06 FEBRUARY 2018 <br /> �� �� 02-Ob-18 PERMIT ISSUE <br /> _ � . � : : 7 STRU CTU RAL D ETAI LS & <br /> � � �i i�I "��E�' � DRAWN BY —O�� I REM�H <br /> � �:. <br /> e � a�.,' '�Gti <br /> ; <br /> �4' � '�,�, , <br /> g. , .,.;,; , MMS <br /> , / �� _ ---, <br /> EVERETT WA ANCHORAGE QF <br /> �� <br /> x, �. � <br /> , <br /> _ ( <br /> TI � <br /> �b�� CHECKED BY PROJECT CODE CONFI�URA ON <br /> �i�p§�,... <br /> �y �n . _� y <br /> � . . . . � �J {'�-2 ,_ . ' . . . . . . � <br /> . . . . . � •�d ..� .� .�V �. � . . . . . . . <br /> . . . � � . . . ✓� e.. �.. . . . . . . . . . . . <br /> 000 NICOLLET MALL <br /> , � <br /> � . <br /> � , . <br /> � , � v <br /> �' <br /> �_ � <br /> � : <br /> � <br /> �" <br /> '� DDK/A1D <br /> � <br /> . . . 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