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SHEARWALL SCHEDULE (CDX) <br />=11 <br />D_Q A B 1 l <br />SALE: <br />v,=V� <br />NAIL ROOF SHEATHING TO - <br />TOP CHORD w/ 8d @ 6"' O/C <br />2x FLAT @ GABLE — <br />IF SHEINIS NOT <br />BROKEN ON TOP PLATE, <br />USE A35 @ 1�/C_, <br />SHEARWALL PER PLA <br />GAB <br />HOLDOWN POST <br />PER PLAN. (2)2x <br />MINIMUM <br />END/SHEARWALL, C I <br />�o-r, ix ,C;-d <br />NECTION <br />Drawn By. CCC <br />Checked By. CCC <br />Date: 02-19-20 <br />SDA JOB NO. <br />8897 <br />STRUCTURAL <br />DETA�LS <br />S-2.0 <br />'%4 <br />MSTC48133 STRAP <br />DOUBLE STUD <br />PER PLAN <br />OR PER PLAN <br />HILTI KWIK BOLTS/SIMPSON <br />/-STRAP PER PLAN <br />'HE SHE ARWALL SCHEDULE MAY BE <br />START <br />NAILS <br />2 up <br />Q <br />CENTER BETWEEN <br />FE. BOLTS SHALL BE EMBEDDED A <br />ONE #4 REBAR <br />FROM <br />END OF STUD <br />FLOORS. <br />IN SHEAR CONE <br />(12" IN. REAR <br />LENGTH) <br />URE TREATED WOOD (EXCEPT FOR <br />1/2" <br />MIN. <br />(5)16d NAILS FROM40� <br />FACE NAIL' <br />D OR STAINLESS STEEL TO RESIST <br />FROM <br />CORNER <br />KING STUD Toj <br />1; <br />I <br />HEADER <br />LESS, NAILS MUST BE STAGGERED. <br />2 <br />16d @ 8 O/C FROM <br />BEAM PER PLAN--"/ <br />STITUTED FOR CDX SPECIFIED IN <br />INSTALLATION <br />KING STUD TO TRIMj <br />MSTC48133 STRAP EACH <br />\-FLOOR FRAMING <br />STUD <br />END OF BEAM <br />PER PLAN <br />TRIM STUD/POST PER PLAN, (2)2x <br />\- <br />DOUBLE STUD <br />MINIMUM. SEE PLAN FOR HOLDOWN <br />OR PER PLAN <br />-FOR DOUBLE SIDED SHEARWALLS, THE <br />REQUIREMENTS AT BASE <br />SHEATHING ON EACH FACE MUST <br />TRUSS PER <br />PLA <br />0 <br />LLB <br />EXTEND CONTINUOUS BETWEEN <br />DOW <br />HOLN POSTS AS SHOWN. <br />8d 0 5" O/C INTO BLOCKIN <br />HOLDOWN <br />AT BEAM <br />FLOOR TO <br />FLOOR STRAP <br />LLJ <br />C)o <br />HI CLIP 0 EACH TRUSS (24- 0/ <br />< <br />NY <br />MAX) <br />L.Li <br />OPENING PER PLAtl <br />LJ <br />VENTILATION MAY E REQ'D AT <br />Lij <br />BLOCKING. VERIFY METHOD W/ <br />Of <br />%-TYPE <br />WALL PER PLAN ® NAIL SHEATHIN <br />GI ER PRIOR TO CONSTRUCTION. <br />LLJ <br />OF HOLDOWN TO BE <br />INTO EA MEMBER OF TOP PLATE <br />BIRD BLOCKING IS ACCEPTABLE. <br />LLJ <br />> <br />INSTALLED <br />cN <br />LL <br />.L DESIGNATION - SEE, <br />®L SCHEDULE FOR FRAMING, <br />Mn AKlf%Un0Any <br />m <br />NEW FOUNDATION <br />WALL PER PLAN-, <br />tl <br />pp <br />R"EMEWED FOR PERIRAHT <br />Q) <br />-4---J <br />0 <br />0- <br />0 <br />0 x <br />Cf) Li LL_ <br />Co > <br />< E <br />cla, 0 <br />0 <br />N N CD 0 <br />LJ CD uj <br />0 L0 Cn <br />Q of <br />CD <br />00 Lij <br />CN > z <br />Ld 0 <br />4� 0- <br />C) <br />4� <br />m <br />Z <br />0 <br />W <br />z cif <br />�-JOIST PER PLAN (I <br />-JOIST <br />(MiERE APPLICABLE) <br />SHOWN, SOL0 SAWN SIMILAR) <br />SHEARWALL PER PLAN—.— IY4" RIM JO�ST (MINIMUM) <br />(VMERE SPEQFIED) <br />(2)16d NA�LS EACH jOIST <br />TO TOP PLATE <br />�-JOIST PER PLAN (I <br />-JOIST <br />(MiERE APPLICABLE) <br />SHOWN, SOL0 SAWN SIMILAR) <br />SHEARWALL PER PLAN—.— IY4" RIM JO�ST (MINIMUM) <br />(VMERE SPEQFIED) <br />(2)16d NA�LS EACH jOIST <br />TO TOP PLATE <br />