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<br /> 16 GA. � SELF TAPPWG SCREWS �� �
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<br /> 3[8° 1 3/4�� (ICC #ESR-1663) 15" 7 (� � �
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<br /> � 30", 36" 48° '��"���� � �
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<br /> � (24 GA.) T
<br /> 1 3/4 THK. X-BRACWG REQ'D ON EVERY � N
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<br /> 2 3/8 2 3/8 . . ,,. . .. � ' \ . OTHER UNIT PER RUN W
<br /> � + e� . � : .. �a�� 2 1�2�� MIN. .: � 16 GA. CLIP
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<br /> �° :a° � �,a .A� � a EMBMNT.;. . USE TWO PER ¢
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<br /> <.� . '°...'°4 � '�a � a a. � ., ..�<�� � � a CHANNEL (24 GA.) ° °
<br /> 1 1/4�� .�-1 11/16"—�' — (18 GA.)
<br /> — —
<br /> 21/2° SOIL —
<br /> FRONT VIEW . SIDE VIEW (1)ANCHOR REQ'D PER FOOT PLATE
<br /> 1 POST' 2 F�OT PLATE 3A ANCH01� (ST'AT'f�IVARI� 4 �HELF 5 �ACK TO �ACK CLIP 6 X-�RACE :
<br /> _ . 7/16"fd HOLE
<br /> ATfACH POST W/
<br /> #10 X 5/8"SELF
<br /> � • 3 3/4° 3B DRILLING SCREW
<br /> 4 1/4 � 15 .., � 3 TYP. :'
<br /> � �� WHEELS REMOVE „
<br /> , , .,: . : �'/O" 6 5/16° 3/8 HEX BOLT
<br /> 4 1/4�� 18 GA. ` Q� , 5 S �c FOR CLARITY W/WASHER
<br /> �.l � � `
<br /> 5�8��� � � 3B - 21/4° ---------------------------------- --------------------------------
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<br /> � 10 GA. 1 1�2 q�� � 9 , `
<br /> 18 GA.SPREADER � � � \ .
<br /> A'T'i'ACHED W/#12 x 1/2° s2°a.c. � �
<br /> � � � � �
<br /> � GALVANIZED STEEL� �� � � � � � ���TYP. 07/16° � � � � ,� � � � � �� � � � � � � � � �
<br /> ��� -----------------------� ------- ---------- --------------------- � � � � � � �
<br /> SELF-TAPPING SCREWS �32 O.C.
<br /> � ��
<br /> (2) PER ENDS 3" O.C. � � �17/16 �� 15°
<br /> 8A
<br /> � � -(+} 3 5/16
<br /> � � � 12 GA. 3B
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<br /> PLAN VIEW �
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<br /> _ 7 HOR�ZONTAL �RACE �A ANTI-TIP TRACK 8� MO�ILE 1'F�ACI� 9 ANTItlTIP �RACKET 10 IVIOVA�LE CARRIAGE ASSEM�LY �1 ANT'I-T'IP ASSENI�LY �
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<br /> MOBILE UNIT
<br /> X-BRACE
<br /> REMOVED
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<br /> STOCK (MO�ILE) 1 Q
<br /> �TOCK (S�ATIONARI')
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<br /> - 36"&48" 15° 15°
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<br /> 36" &48" 15" 151 151 EXISTWG WALL � a a a a
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<br /> 2 �� SEIZMIC
<br /> 2 �� .
<br /> EST. 1985
<br /> 1 x 4"WOOD STRIPS 10 SEI2MIC
<br /> (ATfACHMEMT BY OTHERS) 3 g 2 3 ENGINEERING, INC. �
<br /> 1130 E. Cypress St.
<br /> Covina, California'
<br /> 24�� 7 91724 _
<br /> 24° 7 „ Tel.(909)869-0989
<br /> ,
<br /> . GENER�4L �ONFIGURATION DRAWNBY: J.S.IT.c.
<br /> DATE: 06/29/18
<br /> LAST REV.BY:
<br /> 24" N OTES. REV.DATE:
<br /> 1 x 4"WOOD STRIPS 1 �° \ / � �° 1. DESIGNED PER SECTION 2209 OF THE 2015 IBC. cA�E: N.T.S
<br /> 1 �„ 24° 1 0° 1 0° (ATTACHMEMT BY OTHERS) Fa = 1.0&Ss= 1.42
<br /> �� �� ` SEISMIC DESIGN CATEGORY: D �
<br /> � i � i
<br /> APRV'D BY: SAL E.FATEEN
<br /> \ / • 2.STORAGE CAPACITY: 50# PER LEVEL.
<br /> � � �\ ,�� ' 3. STEEL:ASTM A1011 FOR SHAPE Fy = 36,000 PSI GRADE 36.
<br /> ��\ �/ ��\ ��' 4.ALL BOLTS:A307 (UNLESS OTHERWISE NOTED). tiE. FAT��
<br /> `� / 24�� \ ,' S.ANCHORS: I fW BUILDEX TAPCON +, ICC#ESR-2202. Se' oF �vas�r��Jr ,
<br /> 24�� \�� ��� �;�� 6. PERIODIC SPECIAL INSPECTION IS REQUIRED DURING ��� , ��o
<br /> `��' �' \ ANCNOR WSTALLATION. � �' �' ' _
<br /> ,����� ,�� ��� 7. CONCRETE: 4"THICK X 2,500 PSI. �r '
<br /> ��� •�� �, �� 8. MODULUS OF SUB-GRADE REACTION: 1000 P � � �'�o ��z9sss�o �w�
<br /> / \ 4 ° /i �\ # �t_:✓ � `-:� �'�{, CISTER �
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<br /> � � OCT O � ���v� EXPIRES
<br /> . 04-12-2020
<br /> �ITY ��' ���R�,�'T :
<br /> 1 1/2" • Per�nit Services
<br /> � _ _ __ - --- __— __-------- .
<br /> _
<br /> � Permit#: 81808-006
<br /> 1 1/2°
<br /> �� ��
<br /> SIDE VIEW SIDE VIEW Site Address: ZZl SE EVERETT MALL WAY STE M2
<br /> FRONT VIEW 2 3A 2 3A 2 3A FRONT VIEW g 3B SIDE VIEW Owner. SHILLA INCORPORATEQ
<br /> _ � � (BACK TO BACK) (WALL UNITS) Tenant: REQ WIN6 SHOES oEscRiPTioN:
<br /> ' FRONT APp-Qate: 8/6/2018
<br /> 'J ONLY Propased Use: RACKING ��BI��
<br /> � ,
<br /> �escription: RACKING FOR NEW TENANT-REQ WING ,, ���LVIN{�`a '
<br /> _ ; ; sHOEs ' DETAILS ,
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<br /> : Reviewed BY'� � �ate:�j������: ,
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<br /> � ' � � �Office Set �1ok�Site Set Fire�Planning Set '
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<br /> DRAWWG NUMBER:
<br /> �
<br /> - LIGHT DUT`Y STORAGE FIXTURE ELEVATIONS a �
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<br /> 1�-1 �22-�4
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