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,El <br />MIRDT" 21211&1_14_1:1�14 <br />� 0 ,0 <br />(M) <br />PER SCHED <br />APPLY PANEL EDGE <br />OVER FULL HEIGHT OF <br />STUDS ATTACHED TO <br />HOLDOWN. NAILING <br />MAY BE DEISTRIBUSTED <br />MIN (1) #4 AT TOP <br />SEE CONC DETAILS <br />FOR ADDL INFO <br />........... ........... <br />................ <br />. .................. . ........ ............ <br />HDU-AB Elevation <br />Typical Holdown - Anchor Bolt <br />Scale: 1 1/2" = V-0" <br />EDGE SAW CU_ <br />151. 11�31 <br />V NOTCH <br />LET -IN NOTCH <br />CL <br />2'-0" MAX @ ROOF <br />1 °-4" MAX @ FLOOR <br />Scale: 3/4" = V-01" <br />SHEAR WALL <br />FASTENERS <br />PER SCHEDULE <br />ALL -THREAD ANCHOR <br />ROD PER SCHEDULE <br />wl NUT -WASHER -NUT <br />ALL -THREAD ANCHOR <br />ROD PER SCHEDULE w/ <br />NUT -WASHER -NUT <br />THICKENED SLAB <br />FOOTING PER PLAN <br />EXTERIOR/BEARI NG/SH EAR WALL STUDS <br />EXTERIOR <br />/BEARING /SHEAR WALL STUDS <br />Stud <br />Max Depth of Edge Cut <br />Min Stud Depth <br />Stud <br />Max Diameter of Hole <br />Min Depth Remaining <br />Size <br />or Notch <br />Remaining <br />Size <br />After Boring <br />2x4 <br />7/8" <br />2 5/8" <br />2x4 <br />1 3/8" <br />5/8" EA SIDE OF HOLE <br />2x6 <br />1 1 3/8" <br />1 4 1/8" <br />2x6 <br />2 1/8" <br />S/8" EA SIDE OF HOLE <br />Notes: <br />Notes: <br />)LES ARE TO BE SPACED 1. No cutting or notching is allowed in shear wall <br />1. Borings shall not be made at the same section where cut <br />% STUD WIDTH FROM A compression studs. <br />or notch has been made. <br />DTCH 2. No cutting or notching is allowed in shear wall plates <br />2. No holes are allowed in shear wall compression studs. <br />except as allowed in 1/S6.03. <br />3. No holes are allowed in shear wall plates except as <br />allowed in 1/S6.03 & 3/S6.03. <br />)LES ARE TO BE SPACED <br />FWICE THE DIAMETER NON -BEARING WALL STUDS NON -BEARING WALL STUDS <br />RGEST HOLE <br />Stud Max Depth of Edge Cut Min Stud Depth Stud Min Depth Remaining <br />s e or Notch Remaining Size Max Diameter of Hole After Boring <br />Size <br />2x4 1 3/8" 2 1/8" 2x4 2'k 5/8" EA SIDE OF HOLE <br />2x6 2 1/8" 33/81, 2x6 3 1/4" 5/8" EA SIDE OF HOLE <br />Notes: <br />1. Borings shall not be made at the same section where <br />cut or notch has been made. <br />3 TO FOLLOW SAME <br />L SIZE AS NOTED IN <br />V rZ M i I k_1AL STUDS, TYP <br />k- <br />4'-0" MAX @ ROOF CL <br />2'-8" MAX @ FLOOR I <br />DO NOT FASTEN IN <br />STRAP & FASTENING HOLE AREA ("D" + 2 1/4") <br />PER TABLE <br />0 <br />PLATES (� HOLE <br />1 ® 1 ® 0 0 a <br />1 0 0 a 4 <br />— — — — — — -- — — — - — — — — — — — ®__0 <br />0 0 0 0 a <br />0 <br />CENTER STRAP(S) <br />ON PLATES, TYP Elevation View <br />Scale: NTS <br />I WIT N M-11111 111 tMi <br />NAILING TO DIAPHRAGM <br />BOUNDARY (BN) <br />NOTES: <br />1. BEARING AND SHEAR WALL INTERSECTIONS SHALL BE CONSIDERED DIAPHRAGM BOUNDARIES, TYP <br />� Unblocked Plvwood Roof Sheathina Lavout <br />Scale: NTS <br />Plate <br />Hole Diameter <br />Size <br />"D" linches <br />Strap <br />2x4 <br />NO STRAP REQUIRED <br />CMSTC16 W1 (8) 16d SINKERS EA SIDE OF HOLE, <br />1" < "D" < 2 1/4" <br />EA SIDE OF PL (2 STRAPS TOTAL <br />2x6 <br />0" < "D" < 1 3/4" <br />NO STRAP REQUIRED <br />CMSTC16 W/ (13) 16d SINKERS EA SIDE OF HOLE, <br />1 3/4" < "D" < 3 5/8" <br />EAEA SIDE OF PL (2 STRAPS TOTAL <br />2x8 <br />0" < "D" < 2 1/2" <br />NO STRAP REQUIRED <br />2 1/2" < I'D" < 4" <br />CIVISTC1 6 W/ (14) 16d SINKERS EA SIDE OF HOLE, <br />EA SIDE OF PL (2 STRAPS TOTAL <br />2x1 0 <br />NO STRAP REQUIRED <br />CMSTC16 W/ (21) 16d SINKERS EA SIDE OF HOLE, <br />3" < "D" < 6" <br />EA SIDE OF PL (2 STRAPS TOTAL <br />,U <br />as <br />SAHL <br />Engineer's Stamp <br />Project Title <br />Z <br />0 <br />LIJ <br />V) <br />111I <br />F__ <br />LIJ <br />0 <br />< <br />00001- <br />LJJ <br />LLJ <br />cl"� <br />V) <br />LU <br />LJJ <br />< <br />LU <br />1121-0, <br />= <br />LU <br />r"I <br />Ul) <br />> <br />Lij <br />Project Information <br />Project No. <br />19-027-01 <br />Checked By <br />OB <br />Issue <br />BID SET 03/13/2020 <br />Sheet Title <br />STRUCTURAL <br />WOOD DETAILS <br />Sheet Number <br />