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20100076 Racking Struc Calcs 02102010BY.......c....oHaNiaN.... R,AdK DE~11(~N & EN(~INEERIN(~ GAO. DATE 2-3-10 412 1PE~T BROAD1fAY, ~1UITE 204 SHEET NO........... ~.......... ................................. ... dLENDALE, dA. 91204 JOB NO....RD-1....638 SUBJECT ........................... TEL:(818)240-8810 FAX:(818)240-5813 STRUCTURAL CALCULATIONS OF STORAGE SHEL~/ING FOR: LES SCHWAB TIRE CENTER 805 YELM AVE. EAST YELM, WA. PER IBC 2006 EDITION SECTION 2208 OF wA,~ ... 99662 p ~~~ ~h.~~ ,n FEB 1 0 2010 LS Construction Co. ~ EXPIRES 12-26-11 ~ SHELVING CAPACITY: 300 # /LEVEL ® TIRE STORAGE (PASS. & COMM.) 200 # / LEVEL ® PARTS STORAGE 75 PSF CATWALK LIVE LOAD CALCS. 1 THRU 7 DRAWINGS: RD-14638 ~g~gII~g~ AUG 0 2 2010 BY: -------------------- BY...:....~:...aHAN!AN.... RAdK DE~IC~N & EN(~INEERIN(~ d0. 2-3 10 412 1rE~T BROAD1fAY~ SHEET NO...........~............ DATE ............- .................. ~fUITE 204 dLENDALE. dA. 91204 JOB NO..,,RD-14638 SUBJECT ........................... TEL:(818)240-3810 FAX:(818)240-8813 0 TRK, PASS. do COMM. PASS. do COMM. PARTS SHLVING 15" ~~" 15"18"15" an" 15"18"15" aA" 18" C a m SA-225-72' ORS-AC-L-R (HANDRAIL) m ~. ttv ttv ~-226-48' DRS-AC-L- (WJrDRNI) tt~' O 0 0 T TRK. PASS. do COMM. PASS. & COMM. PASS. & COMM. PARTS SIDE VIEW so" 60" BY...:...c:...oHaNIAN_... RACK DE~IC~N & EN(~INEERIN(~ d0. ............ DATE 2-3-1.0............ 412 1fE~T BROADIPAY, ~UITE 204 SHEET NO. ......................... ........... (~LENDAI.R, dA. 91204 JOB NO....RD-1,...638... SUBJECT ........................... TEL:(818)240-9810 FAR:(818)240-9819 12'-0° HIGH SHELVING "TDR" OR "DRB" BEAM 300 # / LEVEL 150 # / BEAM '~1 3/32" I I \ N X-.- -X N la GA• M= 60"X.15 K = 1.1"K 8 SR 122~K- .05<.13 SIDE VIEW "DRBZ" BEAM 200 # / LEVEL 100 # / BEAM SX=.13 M ~ X _ _ X SX=.11 F 36 KS~' N FY=36 Ksi. Y= 14 GA. M= 60"x.l K = .75.K 8 S R 22"K •03<.1 1 so" BY...:....c:...oHANIAN.... RAdK DE~11(~N & EN(~INEERIN(~ d0. ............ DATE 2-3-10 412 1PE~'P BROAD1fAY, ~UITE 204 SHEET NO .......................... ................................ . (~LENDALE, dA. 91204 JOB NO....RD-1.._,638_.. SUBJECT ........................... TEL:(818)240-3810 FAX:(818)240-3813 Conterminous 48 States 2005 ASCE 7 Standard SEISMIC DESIGN Latitude = 46.9349 Longitude = -122.5973 ~~ Spectral Response Accelerations SMs and 5M1 x W IBC 2006-SEC. 2208, PER RMI SPECS. V= Rx1.4 SMs =Fax 5s and SM1 = Fv x Si 1 604 l D 44 F 1 WORKING ASCE 7-05 (SEC. 15.5.3) . - Fa = v = Site c ass .0 , STRESS Period 5a SDS =.79 (USGS WEB SITE, "SITE CLASS D") (0.2 igies (SMs, site Class D) I-1 NO PUBLIC ACCESS 1.0 0.639 (SMi, Site Class D) R=6 MOM. CONN. Conterminous 48 States 2005 ASCE 7 Standard W=D.L.+ 3 L.L. 46.9 i Lon gituds 22 5973 Design Spectral Response Aaoelerations SDs and SD1 SDs = 2/3 x SMs and SD1 = 2/3 x SM1 Site Class D - Fa = 1.044 ,Fv = 1.604 Period Sa (sec) (g) 0.2 0.793 (SDs, Site Class D) 1.0 0.426 (SD1, Site Class D) LOAD PER COLUMN 300 # /LEVEL 5'x3'x75 =1120 # DECK LOAD PSf L.L. = 3 x 42 coy .4 K K W=.to ~+ .4~~ 1'~2 =.78 K DECK V= .79x1x.78 =.07K BASE SHEAR PER COL. 6x 1.4 LONGIT. SEISMIC M x M N PASS & COM SHELVING 300 # /LEVEL L.L.= 2 x 5x.3K= 5 K 3 2 coL. K W=.1o ~ .5~~ 1'42 =.88 K DECK V= .79x 1X.88 = .08 K 6x 1.4 M _ 34"x.08K = 1.4 "K coL 2 PARTS SHELVING 200 # / LEVEL L.L.= 2 x 8x.2K=.53 K 3 2 coL K W=.1p ~ .53~ ~+ ' ~ =.82 K DECK v v .07 K 03 K .02 K rJ'K .O~ K .K - .9 .01 K - 1.5 K "K 1.6 .5 ~K 9 •K 1.5"K 1.6'K .3 K 0 V= .79x 1x.82 = .08 K 6x 1.4 M = 20"x.08 K = 8•K COL. 2 sY...:....~.:...oHPN!AN.... RAdK DE~11d~N & EN(~INEERIN(~ d0. DATE 2-3-10 412 WET BROADIPAY, ~UITE 204 SHEET NO...........5............ ................................. RD-14638 (~LENDAI.IL~, dA. 91204 JOB NO. ............................. SUBJECT ........................... TEL:(818)240-3810 FAX:(818)240-3813 COLUMN ANALYSIS KSI ~/~ FY=36 t=.o~5' A=.40 Imrn=.17 S min=' 1 2 I I rmin-•64 4" Q=.7 KI = 48 = 74.6 ~ .64 Fa = 1 1.g Ksi Pa=FaxA=4.6K Ma=SxFb = 2.6 K COMBINED STRESS RATIO a ax BASE PLATE T.0 ANCHOR SHEAR = •07 K = .04 K USE (2)-3/8"0 ITW REH HEAD ANCHORS N PER BASE PL., 2" EMB. \ N 1/4"0 LARGE FLANGE WHIZ SCREW WITH NUT OR 1/4" TEK SCREW 5 1/4° BY...:....c....oHANi,ay.... RAdK DE~II(~N & EN(~I1~TEERIN(~ d0. 2-3 10 412 1PE BROAD1fAY, UITB 204 SHEET NO...........6............ DATE ............- .................. ~ f~ RD 14638 (~LENDALE, dA. 91204 JOB NO..........- ................. SUBJECT ........................... TEL:(818)240-3810 FAX:(818)240-3813 MOMENT AT BEAM CONNECTION M _ 1.6+1.5 = 1.55 "K CONN.- 2 2 V RIVET '25 3.14 x80x.4=1 .5 K "TDR" BEAM N M a = 1.5 Kx 1.5"x 1.33=3.0"K .25"m RIVET CONN F $~KSI Y - 3"x2"x11GA. DECK SUPPORT BEAM t =.12" ;., ii ca Sx=.90 F 36 Ksl' Y= 4~l4 ~~ ~~g ~~I I~_ 4 4 4 i4 SHELF LOAD=150 ~` LOAD FROM DECK=940 M = 60"x(.94K+.15K) = 8.2"K 8 SR = 2.2 K = .37<.90 3"x2"x13GA. DECK SUPPORT BEAM 6'x3.3'x(75+5)=1600 I =1.19 ;r, is c~. S X=.B M _ 72"x 1.6 K = 14.4°K FY=36 Ksl. 8 S R 122 K = .65<.8 BAR GRATING W = 3.5'xt'x(75+5)PSF 280 ~ T1/$" M = 40"x.28 K =1.4 K 12" WIDE PANEL 8 ^~ _ K a S .2 SR = 122 = .O6<.2 ~ ~~ s.. "APH" COLUMN el~'..°....c...,.oHANiaN.... RAdK DE~II(~N & EN(~INEEItIN(~ d0. DATE 2-3-10 412 IYE~T BROADIPAY, ~UITE 204 SHEET NO...........~............ ................................. RD-14638 (~LENDALE, dA. 91204 JOB NO. ............................. SUBJECT ........................... TEL:(818)240-3810 FA%:(818)240-3813 STAIRS AND RAILING DESIGN LOADS: STAIRS: 100 PSF UNIFORM LOAD 300 # CONCENTRATED LOAD TREAD CONCENT. LOAD M= •3 4 6 = 27"# N~ t=14 GA. UNIFORM LOAD 2 M= • 1x3 $ 12 = 1.3.f t2" SR= 22 = .12 STRINGER 12'-0" SPAN ~/Ff. L.L.=100x 3 = 150 2 STRINGERS ~/Ft. D.L.=15 M= .165x122x12 = 36"K 8 RAILING POST 200 # POINT LOAD M=.20x34"=6.8"K 5 R= 2~ _ .25 RAILS 5'-0" SPAN Max. S R= 22 = 1.6<4.1 1 1 /2"~ 13GA. PIPE OK. S=.25 M= .2x860" = 1.5"K S R= Z~ _ .05 2 3/B" 0 12 GA. 3/ " S =.30 F 36 KSI. Y= Sx=4.1 F 36 Ksl. Y= 1 1 /2"fix 13GA. PIPE OK. S=.25