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� <br />SHEARWALL EDGE NAILING <br />TO BOTfOM PIATE <br />l Od @ 6" O/C TO PoM� <br />LTP4 PER <br />SHEARWqLLSCHEDULE <br />SHEARWALL E�GE NAILING� <br />STAGGERED INTO TOP PLATE <br />NOTE: THE LTP4 AND THE 3x �� <br />BOTfOM PLATE MAY BE I <br />ELIMINATED FOR THE SHEAR <br />CONNECTION FOR SHEARWALL ' <br />#'S 7-4 IF THE SHEATHING FROM <br />THE SHEARWAIL IS BROKEN <br />ONLY AT THE CENTER OF THE <br />RIM1015T AND NAILED TO THE <br />RINJOIST W/ (2) ROWS OF PANEL i <br />EDGE NAILING. I <br />16d @ EA 1015T. WHERE 3x <br />BOTfOM PLP,TE IS REQ'D, <br />USE SDSYax� SCREW. <br />JOIST PER PLAN <br />Q-JOIST SHOWN) <br />16d NAILS @ EA JOIST <br />SCALE: e'=7'-0 <br />4 EXTERIOR SHEARWALL CONNECTION <br />( I-JOIST PERPENDICULAR TO WALL ) <br />USE STRAP AS qLTERNATE TO HD <br />WHEN NOTED ON PLAN. WR,4P <br />STRAP AROUND HEADER AS REQ'D. <br />HOLDOWN AND POST PER <br />PL4N/SCHEDULE <br />� <br />JOIST PER PLAN (I-JOIST SHOWNJ <br />W/ BLOCKING EACH SIDE. <br />' BLOCKING WIDTH TO MATCH <br />'� BEAM/HEADER WIDTH. WHEN <br />USING I-JOISTS, INSTALL WEB <br />� ,.I i i STIFFENER SNUG EACH SIDE. <br />WRAP CS14 STRAP AROUND EA <br />END OF HEADER AS SHOWN. <br />EMEND 34" DOWN TRIM STUD. <br />(5j lbd FROM KING STUD TO� <br />HEADER EA END <br />Ibd @ 6" O/C FROM KWG STUD <br />TO TRIM/POST <br />- 7 <br />z 4" L x Y" T A36 STEEL <br />JG PLATE <br />REQ'D FOR TRIMMER SCALE: %"=1'.0" <br />HOLDOWN OVER HEADER <br />2 <br />SHEARWALL EDGE NAILING <br />TO BOITOM PLATE <br />l Od @ 6" O/C TO RIM- <br />LTP4 PER <br />SHEARWALLSCHEDULE <br />SHEARWALL EDGE NPJLING- <br />STAGGERED INTO TOP PLATE <br />I� NOTE: THE LTP4 AND THE 3x <br />, BOTTOM PIATE MAY BE <br />' ELIMINATED FOR THE SHEAR <br />CONNECfION POR SHEARWALL <br />#'S 1-4 IF THE SHEATHING FROM <br />THE SHEARWALL IS BROKEN <br />ONLY AT THE CENTER OF THE <br />RINJOIST AND NAILED TO THE <br />RIM1015T W/ (2) ROWS OF PANEL <br />EDGE NAILING. <br />5 <br />9 bd @ EA BLOCK AND @ 12" O/C <br />INTO RIM. WHERE 3x BOTfOM PLATE <br />IS REQ'D, USE SDSYaz4Y SCREVJS <br />(2J BAYS OF BLOCKING <br />@ 48' O/C W/ (3) l Od <br />NAILS Q EA BLOCK <br />�JOIST PER PLAN <br />(I-1015T SHOWN) <br />�A34 FROM BLOCK TO <br />TOP PLATE <br />SCALE: %l'=1'-0' <br />EXTERIOR SHEARWALL CONNECTION <br />( I-JOISTS PARALLEL TO WALL ) <br />POST PER SCHEDULE <br />AN <br />W/ 3x FRAMING AS REQ'D PER <br />20D PER SCHEDULE <br />:KING - WHERE (2J 2xb <br />POST IS REQ'D, USE 4z <br />;KING. WHERE L4RGER <br />15ED, USE 6x SOLID <br />_ I��f_-- <br />SCALE: 3/a"=1'-0° <br />� <br />PLAN - CENTER ON <br />$CP,LE: �•=1� �° <br />3 FLOOR TO FLOOR TIE STRAP <br />� DIAPHRAGM EDGE NAILING <br />� <br />METCH SHEARWALL <br />BELOW <br />I-JOIST PER PL4N <br />PER ARCHITFC? . <br />SHEARWALL PANEL <br />EDGE NAILING <br />RIM JOIST PER PLAN <br />Sd NAILS @ b" O/C <br />DIAPHRAGM EDGE NAILING <br />I-JOIST PER PLAN <br />SCALE: %"=7'-0" <br />6 INTERIOR BEARING WALL/ FLOOR JOIST �' <br />CONNECTION <br />HOLDOWN @ FLOOR/FLOOR 9 <br />TRU55 PER <br />8d @ 6" O/C INTO BLOC <br />H1 CLIP @ EACH TRUSS (24" O/C <br />WALL PER PLAN - NAIL SHEATHING <br />INTO EA MEMBER OF TOP PLATE <br />1 � <br />i <br />� � <br />'� E <br />C� N 80 <br />i <br />N <br />+�— � <br />� P <br />O <br />� U r+ <br />O o N <br />� ��� <br />� � ^ N <br />N M � p <br />C do� � <br />�� � <br />� �� � <br />� <br />N Q3° y <br />Q � o <br />— S °� � � <br />M <br />rj O i �j <br />L Nw(V <br />� � '� <br />u z <br />� o <br />L = <br />�i-- � <br />:/� <br />� � <br />I I I I <br />�I�I <br />V <br />� <br />�.�..� <br />�3 <br />� V <br />I"� Q <br />O m <br />Vz <br />� <br />� <br />W V <br />_ <br />w o <br />�_ <br />Q O <br />Z <br />U'� <br />� <br />Q <br />U <br />VENTILATION MAY BE REQ'D AT I <br />BLOCKING. VERIFY MEfHOD W/ <br />ENGINEER PRIOR TO CONSTRUCTION. Dfawn By: DPD <br />BIRD BLOCKING IS ACCEPTABLE. <br />TRUSS/WALL CONNECTION <br />Checked By: CCC <br />Date: 6-30-08 <br />SDAJOBNO. <br />5425 <br />SCALE: %"=1�-0�� I�' STRUCTURAL <br />NOTES <br />' S-3.0 <br />