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Floorinlc <br />U 2f <br />l 4Rt <br />r CDX <br />Roof <br />1433 ft <br />COBRA WALKWAY <br />UI'PER FRON7 <br />1 March 27 2013 � <br />,,..�ARWA1 L WIND <br />floor Level, e.g. Upper, Main, Lower <br />Load Directlon, e.g. Left�Right, Fron1-Rear <br />�Por LeB Wall, llse imnl-Rear Load OircGion) <br />Shealhing lypc <br />Values Irom table 2706 4 1 0l lhe 2006 IBC ' <br />Resisling DcaA Loa� <br />(eg kool,VppciFloor,ldainPloop <br />Tolal Length of Sheaiwalls <br />VQrom upper)= 8601b <br />V(from main)= O lb <br />VQmm lower)= O ib <br />I L (VJintll' 86010 <br />- 70 PLF <br />17101h <br />om <br />o io <br />L (Smt) = 1,7101b <br />y c 60 PLF <br />Tubul3ry \Nidlb (UppO� Flooi) <br />10 tnbu�aryvndth <br />20 tolalwitllh <br />Tnbutary WidN fMain Floor) <br />OA tr��utarywitlih <br />1 0 totalwi0th <br />Not Used <br />00 �nbu�aryvndth <br />1 0 toWlwiClh <br />Heignl of Sheaiwall = 8 0 fl <br />Lenglh of Shearwail = 2 5 fi <br />A9p-vc1 R�eo f i{ <br />Use allemate R lactot loi seismlc7 No <br />SDA Job # 6974A� C <br />SEISMIC <br />Tributary Area (Upper Flwq <br />tA tributaryarea <br />2 0 lotal area <br />Tnbutary Area (Main Floop <br />0 0 tnDutary area <br />t 0 total area <br />Not Used <br />Oo tri6utaryaiei <br />1.0 tolal area <br />Weight of Sheaiwall = 10 O l�s <br />Trioutary vndlh lof tlea010ad = 4.3 ft <br />Length ol atl�oining wall = 4 0 tl <br />v- <br />IBC 2JOG 4.1 —� (2wlh) x 0.9] x 260 = 151 PLF � US[ Q1 <br />Ser�niir cGnh ,1:: chann:vdi d��..e7n <br />CTOIAL = (floor above) •(lhis 11oor) _ � • 334 Ibs = J34 Ibs Se�smic mmroi: <br />7roTp� = (Iloor above) •(lNs Iloor) _ � 231h5 = ^.3 I�5 Load wse 8 conl�ols � Scismm <br />6u,;:nic ronvc:s ho�.�n��v dcs���n <br />'-------'-'-._.--i OK <br />""".___'_"'»""__._�.—_'_""" _""_'_' NO HOLUOWNS R[QUIRED <br />VJhere overs�rengih �ac�or is appliable, use lhis E= 7671hs <br />vxlue lor E In equatiore 5. fi and e. _____,____._____ � <br />"""'""_"_'_"'"__'" . __._ eneeeir <br />Fioorinlo <br />Upper Floor Level, e.g. Upper, Main, Lower <br />LbRt ! oad Dimction, e.�. Le1PRighL Front�Rear <br />(Fm lefl WaA.11se Frz.tl�Rmr load Direcuon) <br />CDX Shealhing type <br />Value5lrom Iable 2306.4.1 0l lhe 200fi I�C <br />Roof Resislin� Dead Load <br />(c 9. R�wl. Upper Floor. hfain Floa�) ' <br />30.00 ft Total Leng;h ol Sheaiwalls <br />VQrom upPer)= BGOIb <br />V(from main)= O lb <br />V(IromloweQ= Olb <br />Y(Wind)= BGOIb <br />y - 10 PLF <br />I�C23I7641 ' <br />ma ie <br />O lb <br />O lb <br />E(Smcj= 1,7101u <br />y c 20 PlF <br />09J x <br />TnDutary Witl�h (U; per FIooQ <br />150 tnbulary�+itllh <br />42 U lo�atwidlh <br />Tn6utary Wdth (Main Floor) <br />0 0 Inbutary wi01h <br />1.0 totalvndth <br />Not Usetl <br />OA lnbularywiath <br />1 0 total widih <br />Heighl of Sheaiwall = B 0 ft <br />Lengtl� ol5heaiwall = 4A 0 <br />,`..p.>:I fi.vhu Od <br />Use altemate R lactor lor seismic9 No <br />Tnbutaiy Area (Upper Fluor) <br />15D mbutaryarea <br />42 0 lotal area <br />Tributary Arca (Main Floop <br />00 inbutaryarea <br />1 0 lotal area <br />Not Usetl <br />00 Nbutarya�ea <br />� o totai area <br />WeightofShea�wall= t001bs <br />Tributary widtn for tleatl load = 6D II <br />Lengt� ol ad�oining wail = 4 o It <br />2G0 = 242 PLF � USE 1Q <br />SCIg:I11G C(If1I!OI i SIfCCiRt',llf (I�: Slyll <br />CtoiA� _ (Iloor above) .(this Ooor) _ � a 114 Ibs _ 114 16s <br />T,o,q� _ (noor aoove) � pnis noor) _ � -tee �bs a69 �bs <br />(ihnd [cr)I:';�!5 hcdJC�ril d25n'.'rl <br />"'"' """"_""""'�'""" � _ <br />� _'_'__' __"__.._"'."""""_"'___"'_""_""' ' NO HOLDOWNS RE�UIREO <br />; Where overstrength lactor is appliwble, use this E� �p51Ds <br />value lor E in eQuations 5, G, and B'. _ .___._____._ _� <br />�"""""_""'"'"""'"'_'_"_'_"""_"'"'"'""'" <br />flaorinlo <br />U per <br />FI-Rr <br />CDX <br />Roof <br />1200ft <br />Floor Level, e.g. Upper, Main, Lower <br />Load Direction, e.9. Let4Righ1, Fronl-Rear <br />(For Lell Watl. Use Pwnl-Rear Load Diretlion) <br />Shealhing lype <br />Values from tabie 230a.4.1 0l t�e 2008I9C <br />Resistinp Dcad Load <br />�e.9� Rool, Upper Floor,lAain Flaoq <br />Total Lenglh of Sheanvalls <br />VQmm upper)= <br />VQrom main)= <br />VQrom lower)= <br />1: (VJind) _ <br />18981� T:IOIb <br />Olb Olh <br />Olb Olb <br />i,e�e io z �smc� = i,no io <br />- 71 PLF <br />Tn6utary Widlh (Uppe� Floor) <br />1.0 Irihulary witltn <br />z o ioiai w�au, <br />Tnbutary W�tllh (hlain Flooi) <br />15 0 iribulary wtiAlh <br />74 4 toial widlh <br />Not Used <br />00 Ui�utarywiAth <br />1.0 iotalwidih <br />lieig�l of Sheaiwail = 8 011 <br />Length ol Shearwall = 12.0 tl <br />At.pqcl Rz:t-�o Of( <br />Use altemate R lactor lor seismic9 t�o <br />Sci;mic mnlmis <br />loaA case 8 conlmis � l'dnd <br />TiibutaryArea (Upper Floor) <br />1 0 �ributary area <br />2D tolal area <br />Tnbutary Area (A1ain Floor) <br />15 0 trioNary area <br />74 a total area <br />Not Used <br />0 0 InUutary area <br />t o lotal area <br />WeigMOlSheanratl= 1001D5 <br />Tributary vndth lor dead load = 2.5 fl <br />Lengih ot aEjoining wall = 4.0 tl <br />y c 79 PLF V- <br />IOC 23o6A 1—� 0.93 x 2fi0= 242 PLF � USE 1Q <br />Seicmic cnntrols :.hranr�71 desgn <br />CToiAL - (�� e�ove) �(Ihis Iloor) _ � � 67310s _ 677105 Wmrl conwls <br />T�or�,� _ (�oor above) • pnis noor) _ � te5 ms - t �., ibs twa wse e ca,�mis � w��.n <br />_"_""""'_""_"'� <br />lNicd cnahol5 lm��.'ru�n �!n:vgn <br />_......"__'.__'._._"______"__""'___"""""_ NO HOLDOWNS REOL'IRED OK <br />� Wliere omrsben9lh laebr is appimable, use this � <br />�""'_'.'v, luc lor E In equalwns S.G. and 8"___"""'__"_E_ 't371bs"" <br />� f' 1 <br />