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-r®— _—I:-- --.--.. —.L..-1 <br />Plate lengths <br />..� must be at least <br />8' - 0" long (typ). p). <br />S H EAR fAL. L PAN <br />Consists of 1/2" CDX plywood or better nailed w/ 8d common nails, at <br />3" o.c. edges and 4" o.c. field also, glue where possible. All other <br />plywood between shear panels to be nailed w 8/d common nails 4" o.c. <br />edges and 8" o.c. field. <br />rr, r <br />M <br />9r W#7_ rr r _ <br />e — %Jee I tFQ%J1 e e I a e e %J 1.1--9 9>711J1 e e eV141 BJ%JVVI a Ll%—,O 1 "1411 cou eat Ll III--/J�i�il ie ring and <br />end of the shearwall segment adjacent to typical required double stud. <br />NOTE: Use 1/2" diameter anchor bolt doweled into the slab or top course <br />concrete filled stemwall (min. 5" embedment and set in epoxy). <br />DANEL <br />TYPICAL SHEARWALL <br />SCALE: N.T.S. <br />TYPICAL WINDOW <br />HEADER SCHEDULE <br />_ OPENINGS[ <br />HEADERS. <br />f <br />-. 71 <br />"L�z-. <br />Double 2 x ® header <br />SCALE: 3/4" = 1 ` - ®" <br />Use Simpson "CS 16" strap or (equal), nailed <br />to each stud w/ (2) 16d commons (typ). --7 <br />headerSingle ! foropenings of • or Double header <br />studs ♦ r for openings greater .. ' <br />No connector required (typ). <br />1 e 1 1 e <br />1 - Simpson "HTT16" tension hold down ties required at the beginning and <br />end of the shearwall segment adjacent to typical required double stud. <br />NOTE: Use 1/2" diameter anchor bolt doweled into the slab or top course <br />concrete filled sternwall (min. 5" embedment and set in epoxy). <br />TA AT <br />TYPICAL LOAD BEARING HEADER DE I1/-%IL /-%I <br />EXTERIOR WALL ONLY <br />See roof framing layout and <br />elevations for more information <br />1 x 6 fascia <br />board <br />Cont. vented <br />alum soffit - <br />See elevations for exterior <br />finish over tyvek water <br />resistive barrier over 1/2" <br />plywood sheathing <br />2 x _ P.T. plate w/ <br />1/2" anchor bolts <br />21 " o.c. (typ). <br />IF <br />I <br />_ <br />Min R - 30 baft or blol <br />in ins <br />ulation <br />5/8" drywall ceiling only <br />See roof framing layout <br />for connector <br />r- <br />• <br />y� e= h � w . f= •• <br />• � �sY arws W 1 � � <br />1'— 4" <br />2 - 5 cont. rebars <br />TYPICAL WALL SECTION <br />OPTIONAL <br />SCALE: 3/4" ® 1'- 3„ <br />4" nc slab w/ fibermesh or <br />6X6X 10X 10w.w.m. over <br />6 rmil. vapor barrier on termite <br />1' - 6„ 2 - #5 coat. rebars <br />SCALE, 3/4" m 1'- 0" <br />DRAWN BY <br />DANIEL M. OSSMAN <br />i <br />