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0 <br />i� <br />SHE4RWALL EDGE NAILING <br />TO BOTTOM PLATE <br />l Od @ 6" O/C TO RIM� <br />LTP4 PER <br />SHEARWALL SCHEDULE <br />SHEARWALL EDGE NlilLING� <br />STAGGERED INTO TOP PLATE <br />NOTE: THE LTP4 AND THE 3x i <br />BOTTOM PIATE MAY BE <br />ELIMWATED FOR THE SHEAR i <br />CONNECTION fOR SHEARWALL <br />#'S 1-4 IF THE SHEATHING FROM I <br />THE SHEARWALL IS BROKEN I <br />ONLY AT THE CENTER OF THE <br />RINJOIST AND NAILED TO THE I� <br />RIMJOIST W/ (2) ROWS Of PANEL li <br />EDGE NAILING. <br />I� <br />�16d @ EA JOIST. WHERE 3z <br />BOTTOM PLATE IS REQ'D, <br />USE SD�x� SCREW. <br />JOIST PER PLAtJ <br />(I-JOIST SHOWN) <br />16d NAILS @ EA JOIST <br />2 <br />SHEARWqLL EDGE NAILING <br />TO BOTfOM PLATE <br />l Od @ 6" O/C TO RIM� <br />LTP4 PER <br />SHEARWALLSCHEDULE <br />SHEARWALL EDGE NAILING� <br />STAGGERED INTO TOP PL4TE <br />NOTE: THE LTP4 AND THE 3x <br />iBO7TOM PLATE MAY BE <br />ELIMINATED FOR THE SHEAR <br />'' CONNECTIONFORSHEARWALL <br />I#'S 1-4 IF THE SHEATHING FROM <br />I THE SHEARWALI IS BROKEN <br />' ONLY AT THE CENTER OF THE <br />I RINJOIST AND NAILED TO THE <br />RINJOIST W/ (2) ROWS OF PANEL <br />EDGE NAILING. <br />� SCALE:3/a'=1'-0" ` <br />4 EXTERIOR SHEARWALL CONNECTION 5 <br />( I-JOIST PERPENDICULAR TO WALL ) <br />USE STRAP AS ALTERNATE TO HD <br />� WHEN NOTED ON PLAN. WRAP <br />STRAP AROUND HEADER AS REQ'D. <br />HOIDOWN AND POST PER <br />PL4N/SCHEDULE <br />JOIST PER PL4N (I-JOIST SHOWN� <br />W/ BLOCKING EACH SIDE. <br />BLOCKING WIDTH TO MATCH <br />BEAM/HEADER WIDTH. WHEN <br />USING I-JOISTS, INSTALL WEB <br />I I � s� STIPFENER SNUG EACH SIDE. <br />WR4P CS14 STRAP AROUND EA <br />END OF HEADER f5 SHOWN.1 <br />EXTEND 34' DOWN TRIM STUD. � <br />(5) 16d FROM KING STUD TO�, <br />HEADER EA END � <br />I.16d @ 8" O/C FROM KING STUDJ � <br />, TO TRIM/POST I <br />3Y"Wx4°LxY"TA365TEEL I <br />BEARING PLP,TE <br />2x AS REQ'D FOR TRIMMER SCALE: %"= 7'-0" <br />7 HOLDOWN OVER HEADER $ <br />16d @ EA BLOCK AND @ 12` O/C <br />INTO RIM. WHERE 3z BOTfOM PLATE <br />IS REQ'D, USE SDS Ycz4 Y SCREVJS <br />///���'''(2) BAYS OF BLOCKING <br />/@ 48" O/C W/ (3) l Od <br />� NFJLS @ EA BLOCK <br />�JOIST PER PLAN <br />(1-JOIST SHOWN) <br />A34 FROM BLOCK TO <br />TOP PLATE <br />SCALE �/a"=1' 0• <br />EXTERIOR SHEARWALL CONNECTION <br />( I-JOISTS PARALLEL TO WALL ) <br />POST PER SCHEDl1LE <br />AN <br />W/ s"x FRAMING AS REQ'D PER <br />20D PER SCHEDULE <br />:KING - WHERE (2) 2xb <br />POST IS REQ'D, USE 4x <br />:qNG. WHERE L4RGER <br />15ED, USE bx SOLID <br />SC,4LE: %"=1'-0' <br />HOLDOWN @ FLOOR/FLOOR <br />�? <br />:LEAR SPAN <br />NO NAILS <br />DOUBLE STUD <br />OR PER PLAN <br />�STRAP PER PLAN - CENTER ON <br />RIM JOIST. <br />�-FLOOR FRAMING <br />PER PLAN <br />�DOUBLE STUD OR <br />PER PIAN <br />� <br />�I <br />c�+ h <br />'1^ 4 <br />c� �E0 <br />N <br />� � <br />� �` <br />O <br />�U � <br />O o � <br />N ae� <br />Q .=^� <br />NM � <br />0 <br />C ti o � u <br />� N � <br />� C pp -0 <br />� Q Q C�V w <br />Q � � O <br />� _ � M � <br />(`'J <br />$CALE: a'=7'-0" � p j � <br />� Nw`� <br />FLOOR TO FLOOR TIE STRAP � o <br />L = <br />ti-- a <br />� <br />DIAPHRAGM EDGE NAILING <br />i i <br />METCH SHEARWALL <br />I , , �BELOW i <br />I-JOIST PER PLAN J <br />PER <br />SHEARWALL PANEL <br />EDGE NAILING <br />RIM JOIST PER PLAN <br />8d NAILS @ 6" O/C <br />DIAPHRAGM EDGE NAILW G <br />I-1015T PER PLAN � <br />SCALE: %a'=1'-p^ <br />6 INTERIOR BEARING WALL/ FLOOR JOIST <br />CONNECTION <br />� <br />■ <br />TRU55 PER <br />8d �a 6" O/C INTO BLOC <br />H1 NP @ EACH TRUSS (24" O/C <br />WALL PER PLAN - NAIL SHEATHING <br />INTO EA MEMBER OF TOP PLP,TE <br />I <br />I I I � <br />U <br />N <br />LJ..1 <br />�3 <br />� U <br />N <br />Om <br />Vz <br />� <br />� <br />W� <br />_ <br />>� <br />w o <br />� _ <br />Q O <br />Z <br />V`� <br />� <br />Q <br />U <br />VENTILATION MAY BE REQ'D AT i <br />BLOCKING. VERIFY METHOD W/ <br />ENGINEER PRIOR TO CONSTRUCTION. Drawn By: DPD <br />BIRD BLOCKING IS ACCEPTABLE. <br />Checked By: CCC <br />! Date:6-30-08 <br />SDA JOB NO. <br />� 5425 <br />scn�e:'/<=,�.o° I STRUCTURAL <br />NOTES <br />S-3.0 <br />TRUSS/WALL CONNECTION <br />