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1/4"0 SAFETY LOCK <br /> (1000 # CAPACITY) 1 3/4" <br /> \ <br /> BOTH SIDES TYP. <br /> 1/8 1.5" \\ �� ,4 <br /> TYP ` El <br /> /8 =.06" <br /> 11 GA <br /> Q�V =n ® AID i� 2 3 4" <br /> iD TY <br /> t= P <br /> 14 GA. <br /> SEC. A—A � vs <br /> t=3/8" // ❑ I I <br /> 6" FY=36 KSI. <br /> g" TYP 1/8 1.5„ / <br /> I ® <br /> N �N <br /> I <br /> (2)-1/2"0 ANCHOR BOLTS PER BASE PLATE 7/16"0 RIVET ® w t=3/16" <br /> ASTM A576-90B <br /> 3 1/2" EMB., (SEE NOTE NO. 4) SEC. B—B HOT-WROUGHT UNS <br /> G10100 GRADE C-1010 <br /> BASE PLATE DETAIL 1 BRACING DETAIL 2 4 PIN CONNECTION 3 <br /> NOTE <br /> 1-DESIGN OF STEEL STORAGE RACKS AS SHOWN BY THESE DRAWINGS <br /> AND CALCULATIONS ARE IN COMPLIANCE WITH THE REQUIREMENTS <br /> 96" 42" OF THE IBC 2021, ASCE/SEI 7-16, ACI 318-19, RMI/ANSI MH 16.1:2021 <br /> 3 2-STEEL FOR ALL SHAPES FY=55 KS;. ASTM A1011 GR.55 (EXCEPT AS NOTED) <br /> 1000 #!/LEVEL 3-NO FIELD WELDING IN THIS PROJECT ALL WELDED CONSTRUCTION IN THE SHOP <br /> OF 'SPACERAK/HARTLAND INC.' FABRICATOR #FBO1649 (E70XX ELECTRODES) <br /> 4-ALL ANCHORS SIMPSON STRONG BOLT 2 (ESR 3037) <br /> ro <br /> PERIODIC SPECIAL INSPECTION IS REQUIRED <br /> 5-CONCRETE SLAB 6"THICK 2500 PSI. SOIL BEARING CAPACITY 1000 PSF <br /> 6-STORAGE RACK CAPACITY: SEE ELEVATIONS <br /> 2000 #!/LEVEL 7-RACK INSTALLATIONS SHALL DISPLAY IN ONE OR MORE CONSPICUOUS LOCATIONS <br /> A PERMANENT SIGN OF 50 SQUARE INCHES IN AREA, SHOWING THE CAPACITY <br /> OF THE RACK ON ELEVATIONS <br /> 0 8-STORAGE RACKS SHALL BE INSTALLED WITH A MAXIMUM TOLERANCE FROM THE <br /> fD VERTICAL OF 1/2" IN 10'-0" OF HEIGHT <br /> 9-THE CLEAR SPACE BELOW SPRINKLERS SHALL BE A MINIMUM OF 18 INCHES <br /> 2500 #F/LEVEL BETWEEN THE TOP OF THE STORAGE AND THE CEILING SPRINKLER DEFLECTOR. <br /> a a 10-STORAGE RACK AREA NOT OPEN TO PUBLIC, EMPLOYEE ACCESS ONLY <br /> 0 <br /> m 2 <br /> 2500 #1/LEVEL <br /> M of RACK DESIGN AND ENGINEERING <br /> 412 WEST BROADWAY,SUITE*204,GLENDALE,CA.91204 <br /> FP g SCALE: NONE DRAWN BY:.AX.N <br /> h <br /> DATE:8-8-2024 <br /> PROJECT LaFARG E& EGG E <br /> 6700 HARDESON ROAD,SUITE 101,EVERETT,WA 98203 <br /> FRONT VIEW SIDE VIEW OVAL STORAGE RACK DETAILS Joe NO <br /> .10 SHEET No. <br /> JOB <br /> EXPIRES 12-26-0 <br />