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S H EAT <br />r� 1/SHEATHING <br />20 W,1 (2) 8d NAI <br />FLOOR JOIST PER F <br />BLO( <br />NOTES: <br />FOR SW-6 TO SW--4, TO EL IMINATE SHEAR WALL <br />CLIPS @ TL'S, LOCATE SHEATHING SPLICES AT <br />MID --HT OF RIM BOARD & NAIL W,/ (2) ROWS OF <br />PANEL EDGE NAILING PER SHEAR WALL SCHEDULE. <br />PLATE NAILING PER SHEAR <br />WAIL SCHEDULE <br />175" CLIPS PER SHEAR WALL <br />SCHEDULE, TYP (SEE NOTES) <br />AT POST LOADS, ADD 2x4 SQUASH <br />BLOCKING TO MATCH STUD POST ABOVE <br />(ALTERNATE. TO CLIPS) <br />LICE SHEATHING @ RIM BOARD <br />;IM BOARD <br />;HEAR WALL SHEATHING & <br />JAILING PER SHEAR WALL <br />SCHEDULE <br />STUDS PER PLAN & GENERAL <br />STRUCTURAL NOTES <br />EXTERIOR WALL PARALLEL TO JOISTS <br />SCALE. 1 " ' 1 -10" <br />t <br />� a f <br />;F { 4 <br />I\rU ILI\J I III\ ! LnlV <br />SI <br />T/SHEATHING <br />FL <br />(2) 1Od <br />SCALE. 1 tt m V-aft <br />Cc COLUMN <br />NOTES: <br />FOR SW-6 TO SW-4, TO ELIMINATE SHEAR WALL <br />CLIPS @ T_'S, LOCATE SHEATHING SPLICES AT <br />MID -HT OF RIM BOARD & NAIL W/ (2) ROWS OF <br />PANEL EDGE NAILING PER SHEAR WALL SCHEDULE. <br />PLATE NAILING PER SHEAR <br />WALL SCHEDULE <br />"LTP5" CLIPS PER SHEAR WALL <br />SCHEDULE, TYP (SEE NOTES) <br />AT POST LOADS, ADD 20 SQUASH <br />BLOCKING TO MATCH STUD POST ABOVE <br />(ALTERNATE TO CLIPS) <br />'LICE SHEATHING @ RIM BOARD <br />RIM BOARD <br />SHEAR WALL SHEATHING & <br />NAILING PER SHEAR WALL <br />SCHEDULE <br />FLOOR DIAPHRAGM PANEL EDGE <br />NAIIING (8d (o 6"OC MINIMUM) <br />E <br />T/SHEA-1 HING <br />ULrIVI I LI \ I Lry v <br />STUDS PER PLAN & GENERAL <br />STRUCTURAL NOTES <br />€1911 1 iffflimMs"i <br />SCALE: 1st 1 -10" <br />SHEATHING <br />IC, PER PLAN <br />)UTRIGGER <br />?ER PLAN <br />�T/SHEATHING <br />1prjVARIES <br />DBL TOP PLATE <br />PER PLAN <br />EXTERIOR WALL STUDS RAFTERS PER PLAN --� <br />PER PLAN <br />LUS24 HANGER <br />2x STUD (EACH SIDE) <br />w%(4) 10D NAILS H2.5 CLIP — <br />A35 PER SHEAR <br />WALL SCHED. <br />PER PLAN UVLVIVIIV I LIB FLAN <br />3111§. <br />.t <br />x� <br />SCALE: 1" = V-0" <br />SCALE: 1" = V-0" <br />2'--0" 2'-0" MAX <br />FASCIA PER ARCH <br />-- 2x4 OUTRIGGER <br />@ 16" OC. <br />-T&C @ OVERHANG PER ARCH <br />EDGE NAIL SHEATHING @ BLKG <br />- 2x FULL DEPTH BLKG <br />W/ CLIP PER SHEAR WALL <br />SCHEDULE <br />WHERE LOCATED <br />�---PANEL EDGE NAILING <br />�_- ----- WOOD WALL FRAMING <br />PER PLAN, SHEAR WALL <br />WHERE LOCATED <br />ROOF RAFTER <br />PER PLAN <br />T/ROOF T_ <br />META)_ HARDWARE PER <br />SHEAR WALL SCHEDULE - <br />DOUBLE TOP It <br />HDR. WHERE <br />OCCURS - <br />EDGE NAILING PER PLAN @ <br />BLOCKING (IMIN 8d @ 4"OC) <br />,�--- 2"O VENT HOLES PER ARCH <br />@ (� W/ 2x BLKG <br />(AT EXTERIOR WALLS ONLY) <br />H1 CLIP EACH RAFTER FOR LATERAI <br />@ ALL RAFTERS @ EXTERIOR WALLS <br />,NFAR WAI I <br />PER ARCH <br />SHEAR <br />t <br />PERPENDICULAR r` RAFTER <br />t <br />SCALE: 1" = V-0" <br />FASCIA PER ARCH <br />(CITY OF EVERETT <br />REVIEWEDFOR PERMIT <br />61 <br />E <br />con <br />o <br />cv <br />�ocn <br />�-a0 <br />r. 0 CW <br />3 <br />�1 <br />Ln <br />ei <br />co c r <br />iP� <br />� j 0 <br />Q <br />CL <br />U <br />a <br />7/6/2021 <br />r> <br />r <br />~ <br />i <br />"'A <br />i <br />f <br />Z <br />W <br />0 <br />PL_ <br />j Q <br />L <br />W <br />I W <br />i <br />N <br />CD <br />uj <br />N <br />O <br />z <br />LLJ <br />r PIK <br />R <br />Checked <br />R - f -•�� <br />21 <br />S <br />I <br />