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D402F r 6" <br /> 15'-8"CONCRETE PAD r4 1/2"�� <br /> 1 r 11'-8"SIGN CABINET , <br /> 10 • - / r O r_ __, O PLA2"EOUNTING <br /> HOL <br /> c _ m _ <br /> A = mm�- - —- _ -- - - \ dL I- i7 1/2"BOLTS FOR <br /> c <br /> o - MATCH PLATE DETAIL <br /> TOP VIEW SCALE: 1 1/2"= 1-0" <br /> SCALE : 1/2"= 1-0" <br /> 11-8"CABINET 3/8"PICK-UPS �r 12" ► <br /> ► CABINET <br /> 10'-O"BASE DISCONNECT SWITCH IN WATERPROOF HANDY BOX <br /> 9"BASE <br /> 1 1/2"ANGLE FRAME HFy <br /> 1 1 <br /> F RETAINER 1"X 5/8" - <br /> r--- , t [7t\ <br /> ( ) (1 - ( LI <br /> ipp SUPPORT COLUMN <br /> '_`� `,� -- _y \ ` �� .125 ALUM ROUTED FACE <br /> FY — <br /> is) iI -w-� _ 1,1 f_ �l ` RECESSED SCREWS FOR ATTACHING RADIUS END <br /> P <br /> i 1 _ S�. �` it /---err I, ='n PIECES(TOP&BOTTOM ON BOTH SIDES) <br /> it== <br /> 1, Iw I`�-7_� Ilf ill' i1 (i <br /> 1 <br /> H B r`.,I H b <br /> __ _.. ___-_.. _--_ _. ! 1 <br /> ...,.........1.-, 1"ANGLE FRAME ,.. ...P <br /> MATCH PLATES <br /> FINISHED GRADE <br /> ► / _ . r <br /> ► ► <br /> . 1"CONTINUOUS • •• • <br /> STEEL REINFORCEMEN • , ' • ' ' . <br /> AS REQUIRED BY COLORS: - �O ` <br /> E? cn STRUCTURAL ENGINEER o ih • ' • ' <br /> zl- _ N PAINT ALL EXPOSED PANELS,PIPE&PLATE WHITE#50A5612 _I <br /> - ='— . • CONCRETE PIER DESIGN NOTES • ' • s. <br /> VERIFIED BY STRUCTURAL 1.ALL CONCRETE TO DEVELOP 3000 PSI COMPRESSIVE STRENGTH AT 28TH DAY <br /> ' ' ' ' " ENGINEER TO MEET ALL 2.ALL REINFORCING BARS SHALL HAVE MINIMUM YIELD STRENGTH OF , ' • • <br /> 1 TO ELECTRICAL PANEL .4 LOCAL SIESMIC AND • <br /> 600,o0OPSI.REINFORCING BARS SHALL BE PLACED IN ACCORDANCE WITH 1 <br /> WINDLOAD CONDITIONS THE LATEST VERSION OF THE ACI 318 CODE. . <br /> ► 3.ALL PIPE SHALL MEET THE STRUCTURAL REQUIREMENTS OF ASTM A-53 GRADE B. <br /> 2-0„ 4.ALL STEEL TUBE SHALL BE ASTM A-500 GRADE B I 2'-O" <br /> r G.C. to Coordinate 5.ALL OTHER STEEL STRUCTURAL SHAPES AND PLATES SHALL BE ASTM A-36 r .....1 <br /> 6.THIS IS ONLY A SUGGESTED TYPICAL SUPPORT PIER FOR 3000 PSF SOIL <br /> FRONT VIEW BEARING OR HIGHER LOCATIONS.PLEASE CHECK LOCAL CODES FOR SIDE VIEW <br /> FINAL DESIGN SHOULD BE APPROVED BY LOCAL ENGINEER. <br /> SCALE : 1/2"= 1-0" -" SCALE: 1/2"=1-0" <br /> PREPARED BY PROJECT MANAGER DATE PREPARED FOR LOCATION STORE NUMBER/CODE This is an original unpublished drawing <br /> 9.28.1.7 created by Velocity,Inc.for your personal <br /> % ; 8th Street Riverside Business Park use in connection with the project being <br /> V ^ f O ^ SCALE <br /> planned for you anyoney tIsIt isnot <br /> �-+ ` Y Everett, WA 98ZO� to be shown to outside your <br /> Inc. PHONE AS NOTED organization,nor is it to be used, <br /> IIP • DRAWING NAME APPROVED reproduced,copied or exhibited in any <br /> PAGE fashion whatsoever.All or parts of this <br /> 5 OF 5 Fre i g ht FEF- EVT- 8th Street Riverside Business Park, design(with exception to registered <br /> trademarks)remain the property of <br /> Brandingfor Business. Everett, WA 98201 E501 F & D402F DWG 1 Velocity,Inc. <br />