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Specifications BY G. OHANIAN RACK DESIGN & ENGINEERING CO. SATE 5 -10 -02 3786 LA CRESCENTA AVE., SUITE 204 SHEET NO. 1 GLENDALE, CA. 91208 JOB NO. RD -6835 SUBJECT TEL:(818)957 -2980 FAX:(818)957 -8603 7/L/ a Gal , P(.t, SEISMIC ANALYSIS OF "DEXION" STORAGE SHELVING SYSTEM FOR: •••• • ,4k_bb X1 ES ▪ W'4SHINGTON SQUARE (• • • •• T:IY `D' • Yi• R r • • • • • • •• • • • • • •• • •• • • • • •••• • • • • • • • • ••• F F' UBC 1997 EDITION •••• • • • • • •••• STORAGE SHELVING CAPACITY: 100 # / LEVEL AT FIXED SHELVING RROF 75 # / LEVEL MOBILE SHELVING ''£F 18445PE OREGON � 14 A9 t1 CALCS. 1 THRU 4 � R i V /K 01 EXP. 12 -31 -02 DRAWINGS: RD -6835 SH. 1 RECEIVED NAY 16 2002 Cu u OF '1 rr`` r BU DThi n_rp.;31�y =�T • BY G• OHANIAN RACK DESIGN & ENGINEERING CO. s -10 -02 2 •, DATE 1 3786 LA CRESCENTA AVE., SUITE 204 SHEET NO. GLENDALE, CA. 91208 JOB NO. RD - 6835 SUBJECT ' TEL:(818)957 -2980 FAX:(818)957 -8603 24" 12" T 4e" 1 Cto I. •••• • • •• • II I. • • • • • •• _______ •• •..•• • •�-••••• - I " •••• • :••{fie ii• iii _ - -- ' • •• .• _ I � • • • • • • • • • •. • •• • •• • • -. _ • ......... • • • • • S. • ;.: •• • • FIXED SHELVING SIDE VIEW • ..•• • • • . • •••• 36' BOLTED BOLTS ST o c 2a" 22 CA BACK mi O N * a. ■Cir_ s s. ` .� (2) -1/4 "0 TEK SCREWS PER POST MOBILE SHELVING SIDE VIEW BY G. OHANIAN RACK DESIGN & ENGINEERING CO. 3 •DATE ' 5 -10 -02 3786 LA CRESCENTA AVE., SUITE 204 SHEET NO. GLENDALE, CA. 91208 JOB NO. RD - 6835 SUBJECT TEL:(818)957 -2980 FAX:(818)957 -8603 SEISMIC DESIGN 100 # / LEVEL AT STATIONRY 75 # / LEVEL AT MOBILE SHELVING V= 2.5xCaxl x W UBC 1997 SEC. 2222 R 1 =1 R =5.6 LONGIT. DIR. (MOM. CONN.) R =4.4 TRANSV. DIR. (BRACED) •••• Ca =.36 • • •• • • • • • •• .... W= D.L. +L.L. . •••• • • •••••• LONGIT. SEISMIC • •• •• . • • .01 "K •• LOAD •PER ©MUUMN - 1 •• •• S I•?ARY SH h 1I►16•G0VERNS • • •• • N K • • • • •• • p = 5x = .231(.•• .01 .1 ^ K •2 "K 2 • • . t • W.0S.. +.25 • . K• - `" K D.L. L.S .01 ^K - "K •••• .2 .4 V �.2.5z.36x.S = 05 K BASE SHEAR a 5.6 PER COLUMN N K _ .01 "K - "K .4 .5 a N K 01 "K = "K .5 1.2 a N COLUMN ANALYSIS "K K 0 \ t= 075" KSI .05 I I F =36 x_ I x A =.28 ^\ �� $min - .D 7 F - 12.5 KSI 3 .. a r`"' " -.52 P = F a xA = 3.6 K KI 24 =46.2 Q=.7 "K A min . 52 M =S =1.5 1 1/2.. COMBINED STRESS RATIO I 1 P + M = .3 + 1.2 = .88<1.33 0 P M 3.6 1.5 - t =14GA. BASE PLATE USE (1) -3/8 "0 ANCHOR BOLT T = O PER BASE PLATE, 2" EMB. ANCHOR SHEAR = .05 K (RAMSET REDHEAD WEDGE TYPE ICBO # 1372) BY G. OHANIAN RACK DESIGN & ENGINEERING CO. DATE • 5 -10 -02 3786 LA CRESCENTA AVE., SUITE 204 SHEET NO. 4 GLENDALE, CA. 91208 JOB NO. RD -6835 SUBJECT ' • TEL:(818)957 -2980 FAX:(818)957 -8603 MOMENT AT BEAM CONNECTION fit 1/2"f M coNN.= 1.2+.5 = .85 K 1 r SHELF 2 V K i V a =.75 3/8"0 BOLT N O I — O 0 • • • •• • - 3/8 "0 BOLTS TYP. • • K K ` 1-0 3 PLACES • Ma . • = .75 xir5'�x1.33 =1.5 • CONN. • • • • • 2 1/2 "x2 1/2 "x3/16" •••• • •• •• GUSSET PLATE • • • . • :••••• 1 4 POST TRANSVERSE ' EISMIC (OVERTURNING) •..• • • 24'• FIXED V/ELVING LrL • •• • • • •••• ••• M • • K 05 x2 5x1 .1 5 =6.9 K • • • • • • • • • ••• • MB•:z'r3 02 K NO UPLIFT • • •••• ALL 12" DEEP FIXED SHELVING UNITS TO BE CONNECTED TO THE BUILDING WALL PER DETAIL OF DRAWING RD -6835 1 "x.07" "X" BRACING T =1 x.07x36x.6 =1 .5 K 1 /4 " 0 M. BOLT V =.55 x1.33 =.73 K T= 2x.04 K MOBILE SHELVING MOBILE TRACK ANCHORD TO FLOOR W/ 1/4"0 ANCHORS @ 24" o.c. ANTI —TIP BOLTED TO MOBILE CARRIAGE W/ (2) 1/4"0 BOLTS SHELVING POST CONNECTED TO CARRIAGE W/ (2) 1/4 "0 TEK SCREWS PER POST