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2x6 5TUDWALL <br />SOLE PLATE NAILING PER SHEAR <br />3/4' TAG PW SHEATHING- "�\ WALL 5CHEDULE <br />114 LSL RIM JOIST \ <br />� EDGE NAILING -SEE GENERAL NOTES <br />iJl JOISTS ) <br />EDGE NAILING AS SPECIFIED <br />• 16' O.C. <br />PER SHEAR WALL SCHEDULE <br />8d (21') BOX <br />ONE EA SIDE <br />e\ <br />JOINT <br />2X4 FLAT HORIZ. BLOCKING AT <br />ALL UNSUPPORTED PANEL EDGES <br />PANEL <br />HEADER PER PLAN <br />v <br />�If Q.•�� Inl f�� • <br />SEE SHEAR WALL SCHEDULE ON <br />SHEET FRAMING PLANS FOR SPECIFIC NAILING <br />2xb 5TUDWALL <br />SECTION <br />I,=,._0, <br />8d a 6' O.C. <br />ROOF SHEATHING <br />RAFTERS OR 2x SOLID BLOCKING OR <br />TRUSS RIDGE BEAM AS REQUIRED <br />TYPICAL kIP DETAIL <br />ROOF bd m 6' O.C. <br />SHEATHING <br />ROOF SHEATHING, <br />EXTEND TO COVER <br />FRAMING BELOW <br />OVERFRAMING. <br />RAFTERS OR <br />TRUSS <br />Rs OR <br />TRUSS <br />2x CONTINUOUS <br />CT CONTINUOUS 2X <br />C C <br />VALLEY DETAIL <br />OOF ATHING TO <br />TRUSS/RAFTER BELOW <br />WITH (2) Ibd NAILS <br />SECTION <br />� <br />PANEL EDGE NAILING, <br />ALSO NAIL TO TOP <br />PLATES SAME AS EDGE <br />OF SHEARWALL NAILING <br />MST STRAP <br />SHEAR WALL <br />SHEATHING <br />(2) STUDS <br />SOLE PLATE <br />NAILING <br />FLOOR <br />SHEATHING <br />2X SOLID BILK <br />BELOW HOLDOLLN <br />— RIM JOIST <br />(2) STUDS <br />END WALL BRACE: <br />PA'XIIV LVL BLKG. m 8'-0' O.C. ( 2 BAYS) <br />NAIL FLOOR SHTG. TO ELKS. W/ Sd <br />2.6 5TUDWALL <br />LIMMAE. <br />C. <br />NOTE: BLOCKING MAYBE ED IF <br />PERPENDICULAR WALL OCCURS WHERE <br />BLOCKING IS REQUIRED. 50LE PLATE NAILING PER SHEAR <br />WALL SCHEDULE <br />3s' i4G PW SHEATHING- <br />EDGE NAILING - SEE GENERAL NOTES <br />— LSL CCNT. RIM <br />T 7 q �TMp j - 'T -? EDGE NAILING AS SPECIFIED <br />PER SHEAR WALL SCHEDULE <br />FW FILLER <br />I I I I <br />FLOOR JOISTS 1 1 fiPANEL JOINT <br />//r/ I I / 2X4 FLAT HORIZ BLOCKING AT <br />PERPENDICULAR WALL/ / ALL UNSUPPORTED PANEL EDGES <br />/\ I <br />HEADER PER PLAN / SEE SHEAR WALL SCHEDULE ON <br />SHEET FRAMING PLANS FOR SPECIFIC NAILING <br />SHEATHING PER PLAN- NAIL W/ Sd m 6' O.C. <br />EDGES 4 bd m 12' O.C. INTERMEDIATE <br />FRAMING MEMBERS <br />SIMPSON ROC - SPACED AT 6'-0' O.C. <br />N4 DO NOT ATTACH TO BIRDS <br />MOUTH BLOCKING <br />r <br />6' O.C. <br />PROVIDE 2x SOLID BLOCKING <br />AT 'RBC LOCATIONS ONLY. <br />MFRD. TRUSSES <br />SIMPSON NI EACH TRUSS ILXJ� <br />LING - SEE GENERAL NOTES <br />HEADER PER PLAN <br />IIJ,�2-f0 IN�JI� SHEAR WALL SCHEDULE ON <br />2x6 5TUDWALL FOR SPECIFIC NAILING <br />S2xb STUDWALLE�TION <br />2 0' 24 STUDWALL <br />bd 0 IV' O.C. <br />SIMPSCN HI EACH TRUSS <br />3/4' T4G PW SHEATHING- <br />MFRD. TRUSSES HU210 <br />17 <br />2X JOISTS <br />0 <br />• 16' O C. <br />o o <br />BEAM PER PLAN <br />BM. PER PLAT <br />SIMPSON CC66 <br />151MP50N ECCbb a 51M.) <br />MFRD. MONO-TRJ55E5 <br />bXb <br />2xb STUDWALL _ <br />SECTION <br />6 <br />CORNER O EDGE OF SHEARUALL A <br />DOOR OR WINDOW �``'EE PLANS <br />DOUBLE STUD m <br />SHEAR WALL EDGES nI SHEATHING <br />PANEL EDGE III PANEL EC <br />NAIL SPACING HMI �NAILING <br />IL- <br />MSTC6683 REQ'D BOTH <br />EDGES OF SHEARWALL- <br />SMEAR WALL DETAIL W1 SIMPSON <br />MST STRAP HOLDOWN (PER PLAN) <br />, <br />2x6 STUDWALL <br />V TAG PW SHEATHING - <br />SOLE PLATE NAILING PER SHEAR <br />JOISTS <br />WALL SCHEDULE <br />m IS, O.G. <br />8d • <br />' O.C. <br />— EDGE NAILING - SEE GENERAL NOTES <br />RIM BOARD <br />2X6 BLOCKING - NAIL TO <br />WALL M. W/ 10d m 8' O.C. <br />SOLID <br />BLOCKING <br />Sd m b' <br />O.C. <br />X <br />Ibd m I6' O.C. <br />TA6' 055 NAIL W/ <br />HEADER PER PLAN <br />CANTILEVER PER PLAN <br />8d m 6' O.C. EDGES <br />4 8d m 12' O.C. FIELD <br />2xb 57JDWALL <br />SEE SHEAR WALL SCHEDULE ON <br />PLANS FOR SPECIFIC NAILING <br />SECTION <br />9 <br />= v-0' <br />DETAIL - MSTC AT BEAM <br />OLE PLATE <br />AILING - SEE <br />C4EDULE <br />_OOR <br />HEATHING <br />:ADER <br />:LOW WALL <br />SECTION <br />D <br />N <br />. v-o. <br />1. <br />SOLE PLATE NAILING PER SHEAR <br />WALL SCHEDULE <br />bd m 6' O.C. <br />EDGE NAILING - SEE GENERAL NOTES <br />WRU55 MFR R SIMPSON HI EACH TRUSS <br />bd m 6'O.C. <br />2x BLOCKING <br />SECTION <br />G <br />SECTION <br />-0. <br />bd m b' O.C. <br />OSB - SEE SHEAR WALL SCHEDULE ON <br />PLANS FOR SPECIFIC NAILING <br />edm 6'OC. <br />1/I6' 05B SHEATHING - <br />MFRD. TRUSSES�- <br />2X FLAT <br />OUTRIGGER m 24' oc <br />GABLE END TRM <br />SIMPSON A34 T <br />2X4 HORIL <br />SIMPSON A35 m 24' O.C. <br />2X4 END WALL BRACE- <br />EDGE NAILING - SEE <br />LOCATE AT RIDGE THEN <br />SHEAR WALL SCHEDULE <br />SPACE BALANCE m 8'-O' O.G. <br />NOTE: BRACE MAY BE <br />H ER PER PLAN <br />OMITTED IF PERPENDICULAR <br />y/2 <br />WALL OCCURS WHERE BRACE <br />2'-0' <br />2.6 STUDWALL <br />IS REQUIRED. <br />I I I <br />SHTG. - SEE SHEAR WALL <br />I <br />SCHEDULE ON PLANS <br />PERPENDICULAR WALL I <br />FOR SPECIFIC NAIL SIZE <br />AND SPACING <br />SECTION <br />2x6 STUDWALL <br />bd m 6' O.O. <br />(2) I0d <br />2X4 BLOCKING Sd m 6' O.C. <br />EDGE NAILING - SEE GENERAL NOTES <br />HANGER PER SIMPSON HI EACH TRUSS <br />2X JOISTS TRUSS MFR. <br />bd • b' O.C. <br />1 2x BLOCKING <br />BEAM PER PLAN <br />MFRD. MONO -TRUSSES <br />bd m <br />u8 SECTION <br />I. <br />=I'- . <br />(� SECTION <br />= I'-0' <br />bd m 6' O.C. <br />ID <br />� <br />aa� <br />a <br />pz <br />C <br />C <br />W <br />C <br />p <br />p <br />Project 4A <br />L-S <br />231S <br />sheetCUT`(OF EVERETT 3 <br />REVIEWED FOR PERMIT <br />