Laserfiche WebLink
_REVISIONS <br />NO DATE DESCRIPTION <br />1od 8" O.C. <br />;om splice over stud <br />Plate lengths must be at least <br />8' - 0" long (typ). <br />TYPICAL TOP BEARING PLATE SPLICE <br />SHEARIJVA►1 IL PANE <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 WIN IF,&PV„ I , I 1 9%d ILi 11%91Vl I „VI%A ♦ %FVWII a.lF.-o♦T , .ria.pl.,,I G-rV+ 4A& N,1r 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 />SCALE: N.T.S. <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 TO3'-4" <br />2-2X6 <br />3'-50fTO5'-4" <br />2 - 2 X 8 <br />51-5"TO8'-6" <br />2-2X10 <br />8'-7"TO 12'-6" <br />2 - 2 X 12 <br />Header <br />SCALE: 3/4" = 1' - 0" <br />Use Simpson "CS 16" strap or (equal), nailed <br />to each stud w/ (2) 16d commons (typ). -7 <br />Single header stud for openings of 6'- 0" or less. Double header <br />studs req'd for openings greater than 8' - 0".' <br />No connector required (typ). <br />1 - Simpson "HTT16" tension Fold 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 stemwall (min. 5" embedment and set in epoxy). <br />TYPICAL LOAD BEARING HEADER DETAIL AT <br />EXTERIOR WALL ONLY <br />SCALE: N.T.S. <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" anchor bolts <br />@ 21" o.c. (typ). <br />t:J... <br />. i'a <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 T 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 "SP1" at bottom plate <br />2 - #5. _cont, rebars <br />TYPICAL WALL SECTION <br />SCALE: 314" = 1' - 0" <br />4" conc slab w/ fibermesh or <br />"opt"6 X 6 X 10X 10w.w.m. over <br />6 mil. vapor barrier on termite <br />Treated and compacted clean <br />fill. <br />2 - #5 cont. rebars <br />OPTIONAL CONC FOOTING <br />SCALE: 3/4" = 1'- 0" <br />v � � <br />o� <br />fX <br />� c � <br />Ix <br />E a <br />A c*, t <br />.-+ V <br />°c o <br />A � <br />.M Co <br />�w <br />T <br />Q 2 O .N <br />a0�Wo� <br />ctvcto <br />N C4 < co <br />0) -0 0 Rcc <br />M <br />> "=c'` <br />C6. -a o <br />I- 111 .-J t - <br />rn 2 U- <br />acid c�L a <br />0)r 2 E <br />o =U 2 Bch <br />-vp'3 rnQ >Cg <br />L <br />OCc: cm: <br />E� Qo C) <br />t� E -3 ` ►.. 0) <br />2 N o m t5 <br />�' U M <br />v � <br />0 <br />�.�WE Cn C <br />� C '-2 0 <br />��-- 0 �6�- = N ii <br />cc <br />r w <br />Q CD <br />W <br />� J <br />VJ <br />JOB NO. <br />MASTER <br />DATE <br />IJULY 1, 2015 <br />DRAWN BY <br />DANIEL M. OSSMAN <br />SHEET NO. <br />S-5 <br />