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11 1 -Irp F -111 ul I wrl 111,1' I__ <br />I I I I I I I if F <br />I REVISIONS <br />I NO IDATE I DESCRIPTION <br />"r— — — — I!— — __ __ — —A - a <br />J_]Qff._A_A1111& <br />Plate lengths must be at least <br />8'- 0" long (typ). <br />10d @ 8- O.C. <br />orn 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 />ir% r%A <br />I - WIN I IF.XWI I I I I I I %J 1,1�1 I.TV—F1 I I 9%.FI'U %AWTV I I U11-.17 I '�%J%All %-,%A "L LI 11—. KPIWV11 11 1 V <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 />MA <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 TO 3'- 411 <br />2 - 2 X 6 <br />3'- 5" TO 5'- 4" <br />2 - 2 X 8 <br />5'- 5"TO 8'- 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 reqd for openings greater than 8'- 0".' <br />Header stud <br />No connector required (typ). <br />1 - Simpson "HTT1 6" 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 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" anchor bolts <br />@ 21" o.c. (typ). <br />;0 1d <br />E <br />C <br />E <br />m7r,716 <br />tj t=J <br />;0 <br />11-4" <br />Min R - 30 baft 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 "SP1" at bottom plate <br />2 - #5 cont. rebars <br />TYPICAL WALL SECTION <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 mil. vapor barrier on termite <br />Treated and compacted clean <br />fill. <br />A6— ..... U. <br />Grade <br />00 <br />b <br />Or <br />2 - #5 cont. rebars <br />OPTIONAL CONC FOOTING <br />NMI" <br />1-0 <br />Ix <br />r: co <br />r: <br />Is <br />0-8 2) (2) 110 <br />C14 <br />00) <br />C C7-6 <br />-.9 0 X IM0 <br />L) CN < CY) <br />.2 <br />cvi. -0 <br />LLJ IL <br />LL <br />t5 <br />W Co U') C1 <br />E E <br />a <br />o < (>D Cc' <br />o C <br />M <br />E <br />E J <br />2 0 M <br />in M ce) <br />0 (D 00 <br />02-0 6 >' �— <br />FL r <br />Cn -E <br />0 -F a) 0 <br />-C M <br />F_ 8 C-14 af <br />Cr <br />U) LJ <br />CD <br />F_ < <br />LLJ <br />< <br />N< Cr <br />a: D <br />F_ <br />0 <br />0 D <br />D cr <br />Cr F— <br />F_ <br />CD <br />JOB NO. <br />MASTER <br />DATE <br />JULY 1, 2015 <br />DRAWN BY <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 />