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1/4"0 SAFETY LOCK <br /> �� `�`��` (1000 # CAPACITY) 1 3/4" <br /> \ �t i� <br /> \ \ % , / a .\ 1----7 . <br /> BOTH SIDES TYP> co <br /> / r -i <br /> / 5„ \\ �\ <br /> \ , ,, :�i% x 1 `---, \ <br /> TYP TYP » n4' ' \I j � I t=.06" <br /> io4 1/8lif 1/8 0 1 / ;11fr3 — 7+ I 0 i 16 GA. <br /> 3°' r______I <br /> IIr (-1 , I\ \ I J I 1 i / <br /> le 1' <br /> ,. ., 1 <br /> i — — — —I- 1 <br /> 1 1 <br /> j O i O O „iroilipp �i O, A Ig80 Ai <br /> \ e• . 0 2 3/4" <br /> 1. .• I a 4" \ rj <br /> — — — — — — d `\`\�� i / x <br /> • i. G. e <br /> i 1 TYP w 1 <br /> • <br /> • j 1/8 <br /> 13 GA. 1 i i <br /> `. .' °^ , • ; SEC. A—A , <br /> . M <br /> • <br /> ' I I n.� ` . . .� \ / \ 3 ^ \ \ �I <br /> '0' 0, L__ 1 I <br /> 1 0/ • 4 • C. . <br /> ? t 4+:: <br /> • e • • • <br /> f 2 <br /> I • ° i / / I, , <br /> 6" t=3/8" 6" t=3/8" <br /> / / il <br /> TYP1/8 // •• \ <br /> 1.5" )iiiih. 1\ <br /> N Co I <br /> / r------ 1 I <br /> BASE PLATE AT BACK TO BACK ROW RACKS BASE PLATE AT SINGLE ROW RACKSMIN I <br /> N <br /> 1 <br /> (2)-1/2"0 ANCHOR BOLTS PER BASE PLATE (4)-1/2"0 ANCHOR BOLTS PER BASE PLATE <br /> VL___._.__ __i 7/16"0 RIVET '4: � \ t=3/16" <br /> 3 1/4" EMB., (SEE NOTE NO. 4) 3 1/4" EMB., (SEE NOTE NO. 4) ASTM A576-90B \ \ <br /> HOT-WROUGHT UNS <br /> SEC. B—B G10100 GRADE C-1010 <br /> BASE PLATE DETAIL 01) BRACING DETAIL C2D 4 PIN CONNECTION 3� <br /> 41 , <br /> , w <br /> S �P <br /> gpL-f <br /> 4.1 <br /> IN iro c qr'01 7 u <br /> 61 2 f'((te <br /> -5\t'c> <br /> a 4#'''' <br /> o <br /> fil CP 4OP: 'k-- <br /> ROW SPACER (4: <br /> NOTES; <br /> 1-DESIGN OF STEEL STORAGE RACKS AS SHOWN BY THESE DRAWINGS <br /> AND CALCULATIONS ARE IN COMPLIANCE WITH THE REQUIREMENTS <br /> / 96" / / 44" / 44" / 44" 1, 96" OF THE IBC 2015, ASCE/SEI 7-10, ACI 318-14, RMI/ANSI MH 16.1:2012 <br /> _ <br /> 2-STEEL FOR ALL SHAPES FY=55 KSI. ASTM A1011 GR.55 (EXCEPT AS NOTED) <br /> O _ _ 3-NO FIELD WELDING IN THIS PROJECT ALL WELDED CONSTRUCTION IN THE SHOP <br /> \ - - <br /> �� _ / `r\ - <br /> \ _ OF THE APPROVED FABRICATOR #01464 (E70XX ELECTRODES) <br /> 04-ALL ANCHORS HILTI KWIK BOLT-TZ ESR-1917 <br /> lc lo <br /> SPECIAL INSPECTION IS REQUIRED <br /> 5-CONCRETE <br /> 6-STORAGE SLAB 6" THICK 2500 PSI.#/ SOIL BEARING CAPACITY 1000 PSF <br /> 3 <br /> / \ . <br /> RACK CAPACITY: 4000 LEVEL <br /> \ ( 4000 #/ LEVEL { \ � } dP 3000 #/ LEVELt 3000 #/ LEVEL AT TUNNEL BAYS <br /> er/ 7-RACK INSTALLATIONS SHALL DISPLAY IN ONE OR MORE CONSPICUOUS LOCATIONS <br /> 3\ / <br /> as co <br /> �; A PERMANENT SIGN OF 50 SQUARE INCHES IN AREA, SHOWING THE CAPACITY <br /> o <br /> OF THE RACK (4000 #/ LEVEL AND 3000 #/ LEVEL <br /> co CO <br /> CO <br /> \ 8-STORAGE RACKS SHALL BE INSTALLED WITH A MAXIMUM TOLERANCE FROM THE <br /> 4000 #/ LEVEL <br /> O o \3000 #/ LEVEL VERTICAL OF 1/2" IN 10'-0" OF HEIGHT <br /> r r { 3 r 3 - 3 r 9-THE CLEAR SPACE BELOW SPRINKLERS SHALL BE A MINIMUM OF 18 INCHES <br /> Nlc_ <br /> N BETWEEN THE TOP OF THE STORAGE AND THE CEILING SPRINKLER DEFLECTOR. <br /> 10-STORAGE RACK AREA NOT OPEN TO PUBLIC, EMPLOYEE ACCESS ONLY <br /> :. Co \,, / o <br /> -4- (NI <br /> #/ LEVEL <br /> \ a as { 3. 3 f------j A { <br /> / N /M ,, Vic 0NA RACK DESIGN AND ENGINEERING <br /> co a a _ co _ \ \ \o \4 °� w`'�1 cri 412 WEST BROADWAY, SUITE #204, GLENDALE, CA. 91204 <br /> 4" •`,, 4 ti� SCALE: NONE <br /> �:' DRAWN BY: _AS'w <br /> BACK TO BACK ROW RACKS SINGLE ROW RACKS • PROJECT: 11-1-19 <br /> •o 33552 �, w�� CANTEEN VENDING <br /> 4. <br /> , f , EGI v! \' 607 RIVERSIDE ROAD, SUITE 130, EVERETT, WA 98201 <br /> FRONT VIEW SIDE VIEW TUNNEL BAY <br /> J "�'•�+ '- `' STORAGE RACK DETAILS JOB NO. SHEET NO. <br /> RD-20083 <br /> EXPIRES 12-26-21 <br />