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! I 1! 1 _ ' 1 IN -1.' ! EfR n I J. I I" fn 1A .:!III .4 P, _I J" I 1 11 l''. I "IF In i _ I <br />I I III, 1 01 1 1IL � I I <br />REVISIONS <br />Ih-- <br />NO I DATE I DESCRIPTION <br />T__ __t___ <br />Plate lengths must be at least <br />8' - 0" long (typ)- <br />om splice over stud <br />TYPICAL TOP BEARING PLATE SPLICE <br />SHEARWALL PANEL: <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 />Roof framing <br />SCALE: N.T.S. <br />Double top plate <br />1 — V111Ild.7Vl 1 I l l 1 1 V UGl 1.71VW11 1 IVIV will 1 UIQ0 1 .W4U1l W%A Ql U Kw,lJWW11 In ling 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 />TYPICAL SHEARWALL PANEL <br />Double 2 x _ header <br />Single hung window <br />Window sill <br />TYPICAL WINDOW SECTION <br />HEADER SCHEDULE <br />OPENING SIZE <br />HEADER SIZE <br />UP TOT-4" <br />2 - 2 X 6 <br />nI C"YnW A" <br />7_13Ya <br />SCALE: 3/4" = 1'- 0" <br />Use Simpson "CS 16" strap or (equal), nailed <br />. ......-r_v . .. . .- ay..v. .. _ --..-- . _ .v.1.. w— ...a -- __V.. ..... rV .w _ <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 />TYPICAL LOAD BEARING HEADER DETAIL AT <br />EXTERIOR WALL ONLY <br />See roof framing layout and <br />elevations for more information <br />Metal drip <br />edge <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" <br />anchor bolts <br />21" o.c. (typ)• ' <br />rn <br />3 <br />cep <br />w <br />1'-4" <br />Min R - 30 batt or blown <br />in insulation <br />5/8" drywall ceiling only <br />See roof framing layout <br />for connector <br />Dbl. 2 x _ top plate <br />1/2" drywall over 2 x _ <br />studs @ 16" o.c. over <br />min. R - 13 insulation <br />Simpson "SP2" at top plate <br />and "SP 1 " at bottom plate <br />2 - #5 cont. rebars <br />TYPICAL WALL SECTION <br />Grade 4 , <br />1'-0" <br />SCALE: 3/4" = 1'- 0" <br />— 4" conc slab w/ fibermesh or <br />"opt" 6 X 6 X 10 X 10 w.w.m. over <br />6 rail." -vapor barrier on termite <br />Treated and compacted clean <br />2 - #5 cont. rebars <br />OPTIONAL CONC FOOTING <br />u L ti <br />ell c c <br />oC0 0 7� a <br />o % <br />Q. <br />at 4z o <br />ix G <br />Ci L <br />• 1 <br />•� il.r <br />a <br />c <br />as�a� <br />L T <br />a o Pao <br />CLcIS <br />C��o <br />N V- (,4Q M <br />$Ca)gC,as <br />M .2 c6 o <br />2 LU <br />N� f6� U21 <br />a� - E <br />� --U-vE M <br />O T� U 2 N M <br />p 3 �Q L c0 <br />c c c <br />o Eo I <br />0 EP-5E �� <br />2 wO6m w Wit° <br />c0 Uo cu= �� <br />�7 oo <br />c a� <br />cr <br />cry w <br />J F- <br />Q � <br />F- <br />W <br />� J <br />_1 Q <br />Q <br />D � <br />F- 0 <br />0 Z) <br />D <br />a <br />C/) <br />r <br />JOB NO. <br />MASTER <br />DATE <br />JULY 1, 2015 <br />DRAWN 6Y <br />DANIEL M. OSSMAN <br />SHEET NO. <br />S-5 <br />SCALE: N.T.S. <br />SCALE: N.T.S. <br />SCALE: 3/4" = 1'- 0" <br />