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Mountain View Engineering Pag& 1 <br /> P.O. Box 839, Brigham City, Utah 84��� [l���� ���/��/�1 <br /> PhOOf� /����`7��1-�7�� F� � /4��\7��1 ��1� Date- <br /> Phone (4351734-Q,700' �� � / - BV- Brad <br /> Job.- KUsfDm KBOOpies #3472 <br /> U������ Fleming Fuels Food LBsS, Stockton. Cl2/ifoOnia <br /> Live Load 20 psz <br /> i PudinSpacing = --------- 8010 ft <br /> Dead Load 10 psf <br /> Edge Distance Each Side = <br /> Seismic Zone 4 Left Cand|ever= � � <br /> VVind2peed = 80 mph 2 Bay(s) V� �O fft <br /> t <br /> Exposure= C 1 Bay(s) �� 'do ft <br /> CANOPY DIMENSIONS u�� <br /> Right Cantilever= 1,3 ft <br /> xv(DL) = 0,080 k|f <br /> �"''y"' - 112 ft <br /> yW�� = vv(LU = 0,180 k� <br /> 24 ft From Pa e 3 Use W10 x 26 <br /> Fascia Height= 8.67 ft <br /> Clear Height 15 ft <br /> 2::� BEAM LAYOUT <br /> Total Height ofCanopy= 18,67 ft <br /> Number ofColumn Rows= 2 ^^'^"=''"'�`= - » ft <br /> Number ofCo|umns/Rovv= 4 Right Cantilever .81 <br /> O � <br /> /e"e/ - O ft <br /> Pi (DU = 283 N <br /> / LATEf��. Pi (LL) 5S8 kip <br /> �N:d p <br /> / From Page 4 Use W12 x 16 <br /> - <br /> Ce� 11� <br /> � C{}Lj& N� <br /> ! qS= �6.4 F� Column 1�1[��Tu� <br /> L°= 1 = <br /> � p°= 24,09 ps o'- = 14� �� <br /> | To�|B�seSheur�0 = 59O kip Length at 2'��� � <br /> . ~~..,,., z�u h�-� <br /> . 3 �equ�ed) = 931 �3 <br /> � SBS�K� S (actual) = 30.1 in 3 <br /> `~- &44 Unity <br /> R= 22 <br /> VV= <br /> 46,38 hip ANCHOR BOLTS (AIS,C A-36) <br /> ULTTota| Base Shear 0,1)= 13.44 kip 4 <br /> ASD To�/ Base Shear 04 = SOD �p O� n-- �- -~^'�`~~' - <br /> �" ete/ - 1_25 in <br /> ULT��| �� �� ��mn = 1_P8 kip <br /> ��A��B�Sp�� = 15.0c in <br /> ASD Lateral Load EachColumn = 1 24 kip Seismic <br /> Distance FnomBase= 1729 ft ULT Connection Force = 236 kip <br /> ULT Overturning Moment= 5D'1O kip-ft <br /> FOOTINGS �per UBC 1806.8.2.2) ULTTension (each bolt)= 21'70 kip <br /> ,"."°au.eou: Pressure= 15OO psi' ULTShe�r(eochbo|V = 084 hip <br /> Max,Vertical Column Load = 1274 kip ULT Tension (a||omsb|e) = 3378 kip <br /> Square ULT Shear(a||owab|e) = 2"�157 kip <br /> Length= 4 ft Unity Check <br /> VVidMh = 4 ft <br /> Reg Depth (see page 5) = 433 ft <br /> Wind <br /> Actual Depth 525 ft Connection Force 1 24 kip <br /> qa�ua|= 1584 p�� Overturning Moment 214O kip-it <br /> q (a||owab|e) = 2775 psf Tension (each bolt) = 803 kip <br /> Round Option Shear(each bolt) = � �� kip <br /> Oiamehyr= 35 � Tension (aUowmb|e) = 31 <br /> �12 kip <br /> Req Depth (see page 6) = 5 1O ft Shear(allowable) = i6,09 kip <br /> Actual Depth = 6.25 ft Unq U | C <br /> 8 CK <br /> qactual ~ 2262 paf <br /> q(allowable) = 3075 pof <br />