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_ I <br /> iii-01110.110Ni y10 11.11111111° <br /> y011 A Ilia" <br /> - ii I MI=1 <br /> 1.= <br /> . III <br /> IN <br /> N <br /> 0= TO TOP OF <br /> I= ATTACH TRUSS-FEL TO TOP OF GLB AT ATTACH TRUSS HEEL GLB AT <br /> "me 6X STRUCTURAL POST PER DETAIL 2 1 <br /> 6X STRUCTURAL POST PER DUAL 2.1 <br /> G LB PER P_AN VIEW \—GLB PER PL ,VIEW NOTE:INSTALL ALL <br /> AN <br /> . . <br /> ATTACH TO STRUCTURAL COMPONENTS NOT SPECIFIED IN ATTACH TO STRUCTURAL <br /> IT POST PER DETAIL 2 1 THIS DRAWING PER DWG S1.0 POST PER DETAL 2,1 <br /> I <br /> SECTION C SECTION D <br /> SCALE:1/2"=1'-0" SCALE:1/2"=1-0" <br /> INSTALL 6X6 BLOCK BETWEEN TRUSSES <br /> ATTACH BLOCK TO TOP OF BEAM W'SIMPSON ATTACH BEAM TO TRUSS OR <br /> ST292 STRAP EA SIDE OF BLOCK RAFTER WI SIMPSON HL55 ANGLE <br /> _ - ATTACH GABLE END RAFTER ATTACH EA TRUSS TO BLOCK WI 6)16d NAILS TV EA END OF GLB <br /> AND BEARING BLOCK TO ATTACH EA TRUSS TO TOP OF <br /> POST PER DWG SIB GLB WI SIMPSON FL55 ANGLE <br /> ISEE NOTE 1 \ TYP <br /> GLB PR PLANc. <br /> t I <br /> _ I V ' TOP&BTM BLOCK 2X6 BEARING BLOCK FREE OF <br /> E --\\ I I ATTACH GLB TO EA POST WI SIMPSON OF BLOCK---1 1 SPLITS AND SHAKES BEFORE CORNER POST ri \ <br /> .I i STEE_STRAP W/(8)16c NAILS AND AFTER INSTALLA-ION <br /> PER PLAN VIEW BEND STRAP AROUND POST 2" 2'MIN <br /> Ai 1 <br /> II SEE NOTE 1 <br /> IIIIR 4IPF ildil III 1 f <br /> FLAT GIRT PER DWG S.,'.0 BLOCK LENGTH <br /> 8 1 <br /> ATT6Ax,6,,,T,00BRopuosoTmpoEFRBpELAA„,,, <br /> WI SIMPSON BC66 POST CAP <br /> SEE NOTE' .11 <br /> INSTALL BOLTED BEARING AS REQUIRED <br /> FOR NAIL Qry 1"MINTY P <br /> 2"MIN TyP <br /> is <br /> 14"LONG BEARING BLOCK 'i I <br /> ATTACH BLOC<TO POST <br /> PER DETAIL 2.2 lir <br /> BLOCKS TIGHT...ITER GLB ,,", , 1 1 i 1„ Wi 16c OR 20d HOT-DIPPED <br /> ATTACH TO POST WI(10)NALS id STRUCTURAL POST il INSTALL BLOCKS AND 1 " '4 GALVANIZED NAILS <br /> TYP UNDER THIS END OF GLB PER P_AN VIEW--/ <br /> IIBOLTS PER DWG S1.0 <br /> NOTE:GIRTS AND WALL SHEATHING <br /> NOTE:INSTALL ALL NOT SHOWN FOR CLARITY DETAIL 2.2 <br /> COMPONENTS NOT SPECIFIED IN SCALE:NTS <br /> THIS DRAWING PER DWG S1.0 DETAIL 2.1 BEARING BLOCK NAIL SPACING <br /> SCALE:1/2"=1'-0" <br /> GLB&POST CONNECTION SECTIONS & DETAILS <br /> 0A1.44.74// / DRAWING NO.: S2.0 OWNER'RUSSELL CLARK <br /> REV.: 0 SHEET: 5 wcATI°N:9 74TH ST SW <br /> PROJECT NO.: 11908050 EVERETT,WA.98203 <br /> DATE: 12 SEP 2019 SCALE: 1/2" 1'0" DRAWN BY: EM <br /> ' •4 / / <br /> ' ' / 4 <br /> .. 1 44840 .4. South Valley Engineering <br /> GENERAL NOTES 4742 Liberty Rd.S#151• Salem,OR.97302 <br /> %%NAL ' .‘ . <br /> • <br /> 1. INSTALL ALL SIMPSON HARDWARE PER MANUFACTURER Ph (503)302-7020•Fax(888)535-6341 <br /> S SPECIFICATIONS_ www.southvalleyengineering.com <br /> - = -:--=--7-i' -__7.L._ ::::-__ _CLI <br />