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SHEATHING PER PLAN <br />DIAPHRAGM <br />-7 <br />SHEATHING PER PLAN <br />SHEATHING PER PLAN <br />VALLEY OVERFRAMING <br />BOUNDARY <br />BOUNDARY NAILING <br />DIAPHRAGM BOUNDARY <br />PER TRUSS MFR. OR <br />NAILING <br />OVERFRAMING PER <br />[7DIAPHRAGM <br />2x4 FLAT ALIGNED W/ 2x4 <br />PLAN NOTES <br />PLAN NOTES <br />BRACE - PROVIDER OF <br />[NAILING <br />VALLEY OVERFRAMING <br />BOUNDARY <br />- <br />SHAG EDGE <br />(2) 12d NAILS <br />PER TRUSS MFR. OR <br />NAILING <br />EA. END <br />7DIAPHRAGM <br />PLAN NOTES <br />ii <br />2x4 OUTRIGGERS @ 24"oc <br />F2;4TOUTRIGGERS2x4 <br />OUTRIGGERS 4'-0"oc <br />cM <br />EDGE NAILING <br />SHEATHING PER PLAN <br />END TRUSS w/ STUDS 24"oc <br />Co3 <br />FLUSH END TRUSS w/ <br />(22Yz"x6' 0" ACCESS HOLE) <br />NOTCHED FOR OUTRIGGERS <br />STUDS @ 24"oc NOTCHED <br />(3)12d TOENAILS <br />^'' _) <br />DESIGN FOR 15psf WIND LOAD <br />FOR OUTRIGGERS DESIGN <br />- - <br />FOR 15psf WIND LOAD <br />END TRUSS w/ STUDS (p <br />PANEL EDGE NAILING <br />24"00 NOTCHED FOR <br />TRUSSES PER PLAN <br />12d TOENAILS @ 6"oc <br />SHEATHING PER PLAN <br />OUTRIGGERS <br />DESIGN FOR 15psf <br />2x4 BEVELED VENTED <br />12d TOENAILS @ 6"oc <br />TRUSSES PER PLAN <br />22Yz"xe'-0"ACCESS HOLE <br />( ) <br />WIND LOAD <br />BLOCKING W/ 12d <br />TOENAILS @ 6"oc <br />2x4 BRACING (8 8'-0"oc <br />GIRDER TRUSS PER PLAN <br />HEADER PER PLAN <br />W/A34 EA. END <br />�- PANEL EDGE NAILING <br />12d TOENAILS (B B"oc <br />HI CLIP EA TRUSS <br />(WHERE OCCURS) <br />TRUSSES PER PLAN <br />TRUSSES PER PLAN <br />CONTINUOUS TOP PLATE <br />HANGERS PER TRUSS MFR <br />HEADER PER PLAN <br />CONTINUOUS TOP PLATE <br />(SPLICE PER 13/SOB) <br />HEADER PER PLAN <br />(WHERE OCCURS) <br />HANGERS PER <br />(SPLICE PER 13/SO6) <br />2x STUD WALL PER PLAN <br />(WHERE OCCURS) <br />GIRDER TRUSSES PER PLAN <br />TRUSS MFR. <br />2x STUD WALL <br />2x STUD WALL PER PLAN <br />2x4 BLKG 0 48"oC <br />PER PLAN <br />SHEATHING PER 1/806 <br />W/ (3)12d TOENAILS <br />SHEAR WALLS <br />Q EA. END <br />SHEATHING PER 1/S06 <br />SHEAR WALLS <br />SHEATHING PER 1IS06 <br />20TOP <br />19 <br />18 <br />17 <br />SHEAR WALLS 16 <br />(SPLICE PERS 3 SO6)�TE <br />20° 30° <br />SHEATHING PER PLAN <br />DIAPHRAGM BOUNDARY <br />NAILING <br />SHEATHING PER PLAN <br />DIAPHRAGM BOUNDARY <br />DIAPHRAGM BOUNDARY <br />NAILING <br />NAILING <br />TlmberLOK TLOKB <br />- <br />12d TOENAILS @ 6"oc <br />EA. TRUSALT. <br />77 <br />to H1 <br />1' <br />ADDT STRUT TRUSS OVER <br />v <br />WALL W/ STUDS PER ARCH'L <br />" <br />v <br />DIAPHRAGM BOUNDARY <br />(DRAG LOAD = 180 PLF) <br />1 ' <br />NAILING <br />TRUSS BLOCKING w/ 12tl <br />BLOCKING: <br />TOENAILS 6"oc <br />1" < d < 3" - 2x4 <br />TRUSSES PER PLAN <br />��' \` PANEL EDGE NAILING <br />3" <d < 5" - 2xB <br />5�� <d <p-2x8 ��� ` <br />2x4 VENTED BLOCKING <br />TRUSSES PER PLAN <br />_ <br />7"<d<9"-2x10 <br />0 <br />TOENAILS <br />9" <d < 11"- 2x12 <br />H1 CLIP EA. TRUSS <br />2x4 VENTED BLOCKING <br />Woc EA. WALL <br />O O O <br />SHEAR WALL EDGE <br />2x STUD WALL PER PLAN <br />PANEL EDGE NAILING <br />CONTINUOUS TOP PLATE <br />NAILING EA. WALL <br />(SPLICE PER 131SO6) <br />tp <br />PANEL EDGE NAILING <br />SHEATHING PER 1/S06 <br />(8 SHEAR WALLS <br />HEADER PER PLAN <br />2x STUD WALL PER PLAN <br />(WHERE OCCURS) <br />SHEATHING PER 1/S06 <br />15 <br />14 <br />(� SHEAR WALLS 11 <br />AIR SPACE PER ARCH'L T <br />20°3p° <br />SHEATHING PER PLAN <br />I <br />TlmberLOK TLOKB <br />EA. TRUSS <br />ALT. to H1 <br />DIAPHRAGM BOUNDARY <br />NAILING <br />TRUSSES PER PLAN <br />Ill CLIP EA. TRUSS <br />2x4 VENTED BLOCKING <br />O O O <br />BEAM PER PLAN <br />10 <br />9 <br />8 <br />7 <br />6 <br />5 <br />4 <br />3 <br />2 <br />1 <br />O W � <br />U <br />z <br />BTL <br />ENGINEERING P.S. <br />