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\ <br />1/4"0 SAFETY LOCK <br />(1000 # CAPACITY) <br />BOTH SIDES TYP. <br />1/8 <br />1.5" <br />\ \ \ ❑ <br />\ <br />/ <br />ao <br />m <br />1 /8 <br />TYP <br />1 i/2" <br />I❑ <br />It=.07" <br />D 1 <br />14 GA. <br />`ci <br />O <br />�o� <br />�( o �/ <br />\EF1 <br />---- <br />-- ❑ <br />®il0 <br />c� <br />2 3 4" <br />'D <br />- <br />iO + <br />® <br />TYR <br />IY8 <br />1 /4"0 SAFETY LOCK <br />E4A <br />_ <br />\ <br />SEC. A —A <br />\ <br />(1000 # CAPACITY) <br />Ty P <br />lie <br />ElEl/ <br />6" <br />FY-36 KSI. <br />B" <br />N <br />N <br />(2)-1/2"0 ANCHOR BOLTS PER BASE PLATE <br />7/16"0 RIVET ® <br />tV <br />t=3/16" <br />N <br />7/16"0 RIVET 710 <br />3 1/2" EMB., (SEE NOTE NO. 4) <br />ASTM A576-90B <br />ASTM A576-90B <br />SEC. B — B <br />HOT —WROUGHT UNS <br />HOT —WROUGHT UNS <br />G10100 GRADE C-1010 <br />G10100 GRADE C-1010 t=3/16" <br />BASE PLATE DETAIL <br />1 <br />BRACING DETAIL <br />2 <br />4 PIN CONNECTION <br />3 <br />3 PIN CONNECTION 4 <br />NOT <br />1—DESIGN OF STEEL STORAGE RACKS AS SHOWN BY THESE DRAWINGS <br />AND CALCULATIONS ARE IN COMPLIANCE WITH THE REQUIREMENTS <br />OF THE IBC 2018, ASCE/SEI 7-16, ACI 318-14, RMI/ANSI MH 16.L2012 <br />2—STEEL FOR ALL SHAPES FY=55 KSI. ASTM A1011 GR.55 (EXCEPT AS NOTED) <br />3—NO FIELD WELDING IN THIS PROJECT ALL WELDED CONSTRUCTION IN THE SHOP <br />OF THE APPROVED FABRICATOR #FBO1649 (E70XX ELECTRODES) <br />4—ALL ANCHORS HILTI KB TZ ESR-1917 <br />PERIODIC SPECIAL INSPECTION IS REQUIRED <br />5—EXISTING CONCRETE SLAB 6" THICK 2500 PSI. SOIL BEARING CAPACITY 1000 PSF <br />6—STORAGE RACK CAPACITY: <br />6000 #/ LEVEL AT TYPE-1 <br />144" <br />4„ 2" <br />96" <br />4 <br />LEVEL AT TYPE-2 <br />7—RACRAC INK INSTALLATIONS SHALL DISPLAY IN ONE OR MORE CONSPICUOUS LOCATIONS <br />A PERMANENT SIGN OF 50 SQUARE INCHES IN AREA, SHOWING THE CAPACITY <br />3 <br />4 <br />OF THE RACK (6000 #/ LEVEL AND 4000 #/ LEVEL) <br />8—STORAGE RACKS SHALL BE INSTALLED WITH A MAXIMUM TOLERANCE FROM THE <br />4 PIN CONN. <br />_ <br />3 PIN CONN. <br />VERTICAL OF 1/2" IN 10'-0" OF HEIGHT <br />TYP. <br />TYP. <br />9—THE CLEAR SPACE BELOW SPRINKLERS SHALL BE A MINIMUM OF 18 INCHES <br />BETWEEN THE TOP OF THE STORAGE AND THE CEILING SPRINKLER DEFLECTOR. <br />2 <br />2 <br />10—STORAGE RACK AREA NOT OPEN TO PUBLIC, EMPLOYEE ACCESS ONLY <br />M <br />RACK DESIGN AND ENGINEERING <br />oF °SHE, <br />UP�w <br />y 2 <br />412 WEST BROADWAY, SUITE #204, GLENDALE, CA. 91204 <br />SCALE: NONE <br />DRAWN BY: A KH. <br />DATE: 5-3-2022 <br />Q <br />PST k s e 9 �"� <br />s ^^" <br />PROJECT: EVERETT COMMUNITY COLLEGE <br />2000 TOWER STREET, EVERETT, WA 98201 <br />TYPE-1 SIDE VIEW TYPE-2 SIDE VIEW <br />STORAGE RACK DETAILS ID 2C' SHEET"°. <br />ID-20890 <br />EXPIRES 12-26-23 <br />