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15/32" CDX OR 3/6" OSB ROOF SHEATHING. <br />NAIL w/ 8d @ 6" o/c PANEL EDGE AND 8d <br />12" o/c PANEL FIELD <br />SIMPSON H2.5 EACH <br />OUTLOOKER TO GABLE EDGE NAILING <br />END TRUSS OUTLOOKER SPAN- <br />'--2x HF#2 OUTLOOKERS <br />SIMPSON 'LU' 24" o/c - SIZE AND <br />COMMON HANGER SPAN PER TABLE <br />TRUSS <br />SOLID BLOCKING <br />BETWEEN OUTLOOKERS <br />BEARING <br />GABLE END <br />TRUSS <br />25 PSF SNOW LOAD <br />SIZE <br />SPAN <br />2x4 FLAT <br />18" <br />2x6 FLAT <br />21 " <br />2x4 <br />33" <br />2x6 <br />42" <br />GABLE END OUTLOOKER <br />CONNECTION <br />JIU1= VILVV <br />NAIL ROOF SHEATHING TO <br />TOP CHORD w/ 8d @ 6" O/C <br />2x FLAT @ GABLE <br />IF SHEATHING IS NOT <br />BROKEN ON TOP PLATE, <br />USE A35 @ 12" O/C <br />SHEARWALL PER PLAN <br />,SHEATHING TO MATCH <br />SHEARWALL. NAIL TO <br />GABLE PER SCHEDULE. <br />BREAK SHEATHING ON <br />TOP PLATE ONLY <br />LATERAL BRACING IS <br />REQUIRED AT ALL GABLE <br />END TRUSSES AND IS TO <br />BE DETAILED BY TRUSS <br />MANUFACTURER <br />GABLE END/SHEAR WALL <br />CONNECTION <br />VENTED BLOCKING. <br />ATTACH TO TOP <br />PLATE w/ A35 CLIP <br />OR (3)10d TOENAILS <br />BLOCKING EACH BLOCK <br />PLATE <br />'ONYWALL <br />TRUSSES. <br />VIEW <br />TOM PLATE <br />MONO TRUSS/WALL CONNECTION <br />END VIEW <br />NAIL SHEATHING TO NAIL ROOF SHTG <br />BLOCK W/ 8d @ 4" TO TOP CHORD w/ <br />O/C 8d @ 6" o/c <br />(4) 16d NAILS FROM-/--, <br />BRACE TO BLOCK <br />2x4 BLOCK @ EACH <br />DIAGONAL BRACE <br />2x4 DIAGONAL BRACE <br />@ 48" O/C <br />8d COMMONS @ 6" o/c <br />FROM ROOF SHEATHING TO <br />BLOCKING <br />7wG <br />0�l foImZ"_�� <br />(4) 16d TOENAILS <br />INTO TOP PLATE <br />TO MATCH <br />fSHEATHING <br />SHEARWALL. NAIL <br />TO GABLE PER <br />- SCHEDULE.(WHERE <br />10d NAILS ARE <br />- REQ'D, USE 10d x <br />2" LONG.) <br />,--,— 2x FLAT @ GABLE <br />BREAK SHEATHING <br />ON <br />TOP PLATE ONLY <br />IF SHEATHING IS NOT BROKEN <br />ON TOP PLATE, USE A35 @ <br />12" O/C <br />SHEARWALL PER <br />PLAN <br />GABLE/SHEARWALL CONNECTION <br />MONO TRUSS PER PLAN <br />2x4 STUD EACH SIDE OF <br />TRUSS <br />2x4 BOTTOM PLATE BETWEEN <br />TRUSSES. NAIL TO TOP PLATE <br />w/ 10d COMMONS @ 6" o/c <br />SHEATH "PONYWALL" BETWEEN <br />TRUSSES w/ �/16" OSB OR 3/8" <br />CDX. NAIL ALL PANEL EDGES <br />w/ 8d @ 6" o/c <br />DSC <br />DRAG TRUSS/WAIL <br />CONNECTION <br />TRUSS PER PLA <br />8d @ 6" O/C INTO BLOCKING? <br />H1 CLIP @ EACH <br />TRUSS (24" O/C <br />MAX) <br />WALL PER PLAN - NAIL <br />SHEATHING INTO EA <br />MEMBER OF TOP PLATE <br />VENTILATION MAY BE <br />REQ'D AT BLOCKING. <br />VERIFY METHOD W/ <br />ENGINEER PRIOR TO <br />CONSTRUCTION. BIRD <br />BLOCKING IS ACCEPTABLE. <br />ROOF/SHEARWALL CON N . <br />Q� <br />rn <br />]ON <br />0 <br />Q� <br />Q N O U <br />� 01 <br />_ <br />worn a) <br />0 <br />U <br />LC)> <br />4 <br />O <br />:D ^� <br />�4 <br />U <br />< <br />oa�z� <br />O > o 3: <br />r`)W= 3: <br />4-� <br />u� <br />Z <br />o <br />o <br />> <br />> <br />Ln <br />or <br />w <br />� <br />J <br />f <br />U <br />J <br />K <br />U <br />i <br />m <br />N <br />N <br />I <br />W <br />� <br />ao <br />o <br />Q <br />Q <br />I <br />N <br />O <br />Z <br />o <br />X <br />WI <br />J <br />n W <br />O <br />0 00 <br />z0-) <br />W 00Q <br />QU� <br />Q H- <br />zD <br />0 t,-)ry <br />() O W <br />vow <br />U <br />Q <br />D <br />FEB 19, 2024 <br />Drawn By: CHRIS L. <br />Checked By: CHRIS <br />Date: 02-15-2024 <br />SDA JOB NO. <br />9902 <br />STRUCTURAL <br />DETAILS <br />S— 7.0 <br />