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TSE Engineering Jobri:,�i 3 <br /> By: <br /> Page: �Q <br /> r� <br /> LONGITUDINAL SHEARWALLS Plan Number/Job ID <br /> A222 <br /> Grid C Grid:'1 2 3 4 5 6 7 8 <br /> Level: Upper <br /> Lsw� 325 675 ft. <br /> vwind 238 pH <br /> v seismic 172 plf <br /> USE: SW2 <br /> Rwind 1929 Ibs <br /> R seismic' 1397 Ibs <br /> Roof Trib. ll R. <br /> Root DLI 536 Ibs <br /> WaIIDL 263 Ibs <br /> Uplift wind 1689 Ibs <br /> Uplitt seismid 1037 Ibs <br /> USE: CS16x48 <br /> Level: Main ' <br /> Lsw 3.5 4 ft. <br /> �wma asa l�SE 5�IJ3 Pn <br /> v seismic 300 plf <br /> use swd3 vnno«p`w,Nv�� NSo�I� 430 ;,0 <br /> Rwind 5990 I " Ibs <br /> R seismic 4097 I " Ibs <br /> Roof Trib. ft. <br /> Roof DL 0 II Ibs <br /> Wall DL 368 Ibs <br /> Floor Trib. 5.5 ft. <br /> Floor DL 193 � Ibs <br /> Uplift windl 5582 Ibs <br /> Upliftseismid 3485 Ibs <br /> USE: MSTC66 <br /> Level: Base <br /> Lsw 175 175 ft. <br /> vwind 1287 P�� <br /> v seismicl 718 plf <br /> USE: HARDY FRAME HFX-18xe <br /> R wind 17573 " Ibs <br /> R seismic 9841 "` Ibs <br /> Roof Trib. ft. <br /> Roof DL 0 Ibs <br /> Wall DL 166 Ibs <br /> FloorTrib.i 1 ft. <br /> Floor DL 18 Ibs <br /> Uplift wind 17110 Ibs <br /> Uplift seismic 9147 Ibs <br /> USE: <br /> Anchor Bolts: AB6 <br />