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��SS project: Belmark Lopez by: RR sheet#: <br /> �P1�BIl�=�.'..'':-�``,`. location: Everett,WA date: ivino�a <br /> �E,'�R�°`? client: LCI job#: 1487 <br /> I€�� <br /> UNBLOCKED DIAPHRAGM SHEAR per NDS Table 4.26(asd) <br /> G= 0.43 SGAF=[1-(0.5-G)]= 0.93 <br /> Sheathing Common Mimimum Minimal V Seismic V Wind <br /> Grade Nail Size Minimum Fastener Nominal Nominal plf plf <br /> Penetration into Panel Framing Case Case Case Case <br /> Framin Thickness Width 1 2,3,a,s,5 1 z,3,a,5,6 <br /> 2 153 116 214 163 <br /> 6d 1-1/4 5/16 3 v2 13o zaz 181 <br /> $CfUCLI Z Zz3 167 312 235 <br /> 8d 1-3/8 3/8 3 246 186 344 260 <br /> 2 265 200 372 279 <br /> lOd 1-1/2 15/32 3 z9s zz3 a16 312 <br /> 2 140 102 195 144 <br /> 5/16 3 15a ii6 zzi 15s <br /> 2 153 116 214 163 <br /> 6d 1-1/4 3/8 3 1�z 13o zaz 1s1 <br /> 2 200 149 279 209 <br /> 3/8 3 223 167 312 235 <br /> Sheathing <br /> and Single Z 214 15s 300 221 <br /> F�OOf 7/16 3 237 177 332 246 <br /> 2 223 167 312 235 <br /> 8d 1-3/8 15/32 3 za5 1a5 3aa z5o <br /> 2 237 177 332 246 <br /> 15/32 3 z7o zoo 377 279 <br /> 2 265 Z00 372 279 <br /> lOd 1-1/2 19/32 3 z98 z23 416 312 <br /> CHECK ROOF DIAPHRAGM <br /> Case 1 (truss parallel to load) <br /> Load V(uit) Dia.D v(asd) <br /> Type (k) (ft) (plf) <br /> Seismic 8.45 64 < 237 <br /> 46.0 <br /> Wind 7.13 47 < 332 <br /> Case 2 (truss perpendicular to load) <br /> Load V(ult) Dia.D v(asd) <br /> Type (k) (ft) (plf) <br /> Seismic 8.45 41 0 72 < 177 <br /> Wind 7.13 52 < 246 <br /> CHECKCHORD <br /> Vmax(ult)= 5.92 k (asd) M= 34.01 kft <br /> Diaphragm Width= 46.0 ft T=M/D= 830 Ib <br /> DiaphragmDepth= 41.0 ft At= 8.25 <br /> Plate Size 2x6 Ta��ow=Fea��ow X�- 4125 Ib > 830 <br /> Ftauow= S00 psi <br />