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LO <br />0) <br />5 <br />�I <br />�I <br />w <br />9 <br />LO <br />I� <br />0 <br />0 <br />z <br />wi <br />JO15T5 <br />PER PLAN <br />H25A @ EACH H015T <br />CONT, TOP PLATE <br />SPLICE PER 5/56.01 <br />BEAM PER PLAN <br />(WHERE OCCURS) <br />BEAM PER PLAN <br />(WHERE OC( URS) <br />FOR CALL-OUT5 <br />IN COMMON 5EE <br />16 DETAIL 20/56.05 <br />2x BEVELED BLKG. <br />(MAY BE DRILLED <br />FOR VENTING) <br />FOR CALL -OUTS <br />IN COMMON SEE <br />DETAIL .6685 <br />A54 EA. BLOCK <br />2x6 OUTRIGGER5 <br />@ 24" ®6 <br />- I <br />f I I I I <br />I I I I I <br />OVERFRAMING 1 <br />PER PLAN 1 <br />4 1q/56.05 <br />I I i i I <br />I I l i I <br />I I I I I <br />I I I <br />I I I <br />I I I <br />I I i I <br />NAIL SHEATHING TO <br />OUTRIGGERS <br />W! 10d @ 4"06 <br />2x BLKG. (MAY BE <br />DRILLED FOR VENTING) <br />el, varies <br />l� FA5CIA <br />PER ARCH'L <br />el. varies <br />ASS CONK. PER <br />20/56.06 AT SHEAR <br />WALLS ONLY <br />TRU55 PER PLAN <br />PROFILE PER ARCH'L <br />H5 @ ALT. TRU55E5 <br />5675 <br />IN COMMON 5EE <br />3 DETAIL 10/56,05 <br />GABLE END GIRDER <br />TRU55 PER PLAN <br />el. varies <br />TRU55 TO TRU55 CONN. ' <br />PER TRU55 MFR. \x' <br />FOR CALL -OUTS <br />IN COMMON 5EE <br />7 DETAIL 15/56.05 $13/56.05 <br />FAIL SHEATHING TO <br />LKG. PER PLAN NOTE5 <br />OVERFRAMING <br />PER PLAN <br />2x BEVELED — <br />BLKG. W/ A55 <br />CONN. A5 REO'D <br />PER SHEAR <br />WALL 5GHEDULE <br />OF 20/56.06 <br />Asa CONN. PER <br />20/56.06 AT SHEAR <br />WALL5 ONLY <br />TRU55 PER PLAN <br />PROFILE PER AR( H'L <br />I I I I <br />I I I <br />I I I <br />I I I <br />I I I <br />I I I <br />/F <br />HS @ ALT. TRU55E5 <br />6608 IN COMMON 5EE <br />8 DETAIL 15/56.05 <br />OVERFRAMING PER PLAN, <br />1q/56.05 <br />el. varies <br />I I I I I <br />I I I I I <br />I I I I I <br />� II <br />II <br />GABLE END GIRDER TRUSS <br />\ ' PER PLAN. TRU55 SHALL <br />BE DESIGNED BY TRU55 <br />--- r MFR. TO RE515T 20 P5F <br />I 1 <br />WIND PRESSURE. <br />--- FASCIA PER AR( '— TRU55E5 PER PLAN TRU55 HEIGHT TO <br />ALLOW OUTRI66ER5 TO <br />\ STUD WALL PER PLAN 2x BLKG. (BEVEL \X/ CANTILEVER OVER TOP. <br />\\ SHEATHING P A5 REOD.) V$V 10d <br />// \\ 1 <br />PER 0l56.06 <br />AT SHEAR WALLS 6673 FOR CALLOUTS @ 4 66 � 60 14 FOR CALL®UTS <br />IN COMMON 5EE IN COMMON SEE <br />12 <br />DETAIL 20/56.0513. <br />DETAIL 20/56.05 <br />el. varies <br />-'-NO STRUT TRU55 <br />;D BY TRU55 MFR. TO <br />RE515T 20 P5F WIND PRESSURE. <br />TRUSS SHALL BE DESIGNED TO <br />2x6 FLT BLKG. TOP <br />4 BOT. <br />NAIL 5HEATHIN6 TO <br />BLKG. PER PLAN NOTE5 <br />2x BLKG. (BEVEL A5 <br />REOD.) W/ 10d @ 4" ®6 <br />TRANSFER i KIP5 FROM THE TOP 2x6 BEVELED BOT. - <br />CHORD TO THE BOTTOM CHORD. PLATE <br />TRU55 HEIGHT TO ALLOW <br />OUTRIGGER5 TO CANTILEVER <br />OVER TOP TRU55E5 PER PLAN - <br />2x BLKG. (BEVEL AS <br />16d @ 8" 06 REQD.) W/ 10d @ 4" ®6 <br />I I I <br />I <br />I I I <br />I I <br />I <br />DOUBLE 2x6 <br />TOP PLATE <br />OVERFRAMING <br />PER PLAN <br />TRU55 TO TRU55 GONN. <br />PER TRU55 MFR. <br />2x4 BLKG. @ 4b" 66 <br />5TUD WALL PER PLAN <br />TRU55E5 <br />PER PLAP <br />DIAPHRA( <br />BOUNDAR <br />TRU55 MF <br />ADD 2xE3 <br />AT LOW R <br />STRUT TRU55 SHALL BE DE5I60) TO TRANSFER <br />LATERAL FORCE BASED ON THE SHEAR WALL IBELOW <br />FROM THE TOP CHORD TO THE E30TTOM CHORD <br />el. varies <br />LTP4 CONN. PER 20/56.06 <br />AT 5HEAR WALL <br />BEAM PER PLAN <br />(WHERE OC(,URS) <br />STUD WALL PER PLAN <br />SHEATHING PER 20/56,06 <br />AT SHEAR WALL5 <br />STRUT TRU55 SHALL BE DESIGNED TO TRANSFER <br />LATERAL FORCE BA5ED ON THE SHEAR MIL BELOW <br />FROM THE TOP CHORD TO THE 130TTOM CHORD <br />el. varies <br />IT <br />DIAPHRAGM <br />BOUNDARY <br />NAILING <br />CONT. TOP PLATE <br />SPLICE PER 5/56.01 <br />BEAM PER PLAN <br />(WHERE OCCURS) <br />STUD WALL PER PLAN <br />SHEATHING PER 20/56.06 <br />AT SHEAR WALL5 <br />2x6 STUDS SPACED <br />AT 24" ®6 MAX. <br />GIRDER TRU55 PER PLAN <br />DIAPHRAGM BOUNDARY <br />NAILING <br />TRU55 PER PLAN <br />CONT. TOP PLATE <br />SPLICE PER 5/56.01 <br />I <br />I <br />SHEATHING PER 20/56.06 <br />I <br />AT SHEAR WALL5 <br />/ BEAM PER PLAN <br />-- \ WHERE OCCURS <br />I <br />el. varies <br />GABLE END TRU55 PER 20/56.05 <br />SHEATHE AS W4 TYPE 5HEAR <br />WALL OF 20/56.06 <br />SHEATHING PER PLAN <br />GABLE END TRUSS PER 20/56.05 <br />GABLE END TRU55 PER 20/56.05 <br />varies <br />GABLE END TRU55 PE516NEP 13Y <br />TRU55 MFR. TO RE515T 20 P5F <br />WIND PRE55URE. TRUSS HEIGHT <br />TO ALLOW OUTRI66ER5 TO <br />CANTILEVER OVER TOP <br />JOHNSON BRAUNDINC. <br />15200 52nd Ave. South <br />Suite 300 <br />Beadle, WA 90133 <br />Phone 206.766.8300 <br />www.johnsonbraund.com <br />ARCHITECTURE <br />INTERIOR DESIGN <br />Greg L. Allw ine, AIA <br />Jeffrey A. Williams, AIA <br />PORTERCOUGHLIN <br />LUNDEEN <br />001 SECOND AVENUE -SUITE 900 <br />SEA 1-1 LE, WA 98 104 <br />P: 206/343-0460 <br />Fo 206/343-5691 <br />A CONSULTING <br />STRUCTURAL AND CIVIL <br />6625 <br />ENGINEERING CORPORATION <br />5 <br />0 <br />w <br />ISSUE DATF_: Issue Date <br />el. varies I r r <br />NAIL SHEATHING <br />11-6" MIN. <br />9'-0" MAX. <br />TO OUTRI66ER5 <br />W/ 10d @ 4" ®6 <br />SHEATHING <br />PER PLAN <br />7T <br />(2)10d <br />2x FLAT <br />TRU55E5 PER <br />BLKG. <br />PLAN <br />(2)10d <br />2x4 BLKG. @ 4b"06 <br />