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1 1 /2"0 — 2 1 /4"0 <br />MAX. HOLE MAX. HOLE <br />NO REINFORCING — <br />REQUIRED <br />3/4" MIN. 1 1/2" MIN. <br />EA. SIDE EA. SIDE <br />2 1 /3"0 3 1 /4"0 <br />MAX. HOLE MAX. HOLE <br />STRAP <br />REINFORCING <br />5/6" MIN. SIMPSON 1" MIN. <br />EA. SIDE PSPN516Z EA. SIDE <br />1 PLATES PLATES <br />NOTE: 3/4" = 11-01, <br />1) AT BOTTOM PLATES, FOLLOW GUIDELINES SHOWN, EXCEPT USE <br />SIMPSON CS16 X 2'-0" STRAP <br />(MIN. DISTANCE FROM EDGE OF <br />HOLE TO INSIDE FACE OF SUPPORT) <br />3/4" MAX. <br />2x4 STUDS (3x4 SIM..) <br />k <br />1 1 /4" MAX. <br />F�I+�r�tTYCc - 1 <br />ALLOWABLE NOTCHES IN STUDS <br />SECTION <br />NOTE: 3/4" W 1'-01, <br />1) NOTCHES SHALL NOT OCCUR IN MORE THAN (2) SUCCESSIVE STUDS <br />1 1 /2" 0 I 3 1 /4"0 <br />MAX. HOLE SINGLE STUDS MAX. HOLE <br />(NO REINFORCING <br />REQUIRED) <br />3/4" MIN. <br />1 112" MIN. <br />EA. SIDE <br />EA. SIDE <br />21/3'°0 � 31/4"0 <br />MAX. HOLE ®OUNCE STUDS � MAX.HOLE <br />(NO MORE THAN (2) <br />SUCCESSIVE STUDS <br />MAY BE BORED) <br />5/3 MIN. <br />EA. SIDE 1"" MIN. <br />EA. SIDE <br />2x4 STUDS (3x4 SIM.) 2x6 STUDS 3x6 SIM. <br />ALLOWABLE HOLES THROUGH STUDS <br />SECTION <br />NOTE: 3/4" e 11 01, <br />1) NOTCHES SHALL NOT OCCUR IN MORE THAN (2) SUCCESSIVE STUDS <br />L/3 NOTCHES <br />PERMITTED <br />I <br />D/3 <br />> <br />O <br />a <br />L <br />L/3 NOTCHES <br />PERMITTED <br />TYP. <br />HOLES <br />I <br />�2x0OF <br />LARGER <br />HOLE <br />HOLE PERMITTED <br />D/3 Q <br />(MIN. DISTANCE FROM EDGE OF <br />HOLE TO INSIDE FACE OF SUPPORT) <br />HOLE SIZE <br />2" <br />3" <br />4" <br />MIN. DISTANCE <br />V-0" <br />2'-0" <br />E6" <br />* 4110 & 6"0 HOLES FOR VENTING DUCTS <br />(LARGE SIZE HOLES). REFER TO ARCH. <br />FOR VENTING PLAN <br />If <br />ALLOWABLE CUTTING IN LSL,LVL, OR ESL MEMBERS <br />SECTION <br />HOLE SIZE <br />2"1 <br />3" <br />4"" <br />6"1 <br />MIN. DISTANCE <br />V-0" <br />2'-0" <br />* 4"0 & 6"0 HOLES FOR VENTING DUCTS <br />SHEAR WALL STRAP <br />SHEAR WALL END <br />PLYWOOD <br />SHEAR WALL STRAP <br />PLYWOOD <br />SHEAR WALL END STUD <br />(LARGE SIZE HOLES). REFER TO ARCH. <br />PLYWOOD <br />TIE PER PLAN <br />PLYWOOD <br />STUD PER PLAN & <br />SHEATHING EDGE <br />TIE PER PLAN <br />SHEATHING EDGE <br />PER PLAN & HOLDOWN <br />FOR VENTING PLAN.. <br />SHEATHING EDGE <br />SHEAR WALL END STUD <br />SHEATHING EDGE <br />HOLDOWN SCHEDULE <br />NAILING PER SHEAR <br />SHEAR WALL END STUD <br />NAILING PER SHEAR <br />SCHEDULE <br />TYP. NOTCHING OF TOP & POT. <br />NAILING PER SHEAR <br />PER PLAN & HOLDOWN <br />NAILING PER SHEAR <br />WALL SCHEDULE <br />PER PLAN & HOLDOWN <br />WALL SCHEDULE <br />HOLDOWN PER PLAN <br />HOLES CHORDS IS NOT PERMITTED <br />WALL SCHEDULE <br />SCHEDULE <br />WALL SCHEDULE <br />� HOLDOWN PER PLAN <br />SCHEDULE <br />I I <br />® <br />10 <br />EXTERIOR <br />EXTERIOR <br />— <br />INTERIOR <br />PROVIDE NAIL/CLIPS, <br />INTERIOR <br />PROVIDE NAIL/CLIPS, <br />WALL, STUD <br />PROVIDE NAIL/CLIPS, <br />WALL, STUD <br />PROVIDE NAIL/CLIPS, <br />WALL, STUD & <br />SPACING PER SHEAR WALL <br />WALL, STUD & <br />SPACING PER SHEAR WALL <br />SHEATHING <br />SPACING PER SHEAR WALL <br />SHEATHING <br />SPACING PER SHEAR WALL <br />SHEATHING <br />SCHEDULE WALL PLATE <br />SHEATHING <br />SCHEDULE WALL PLATE <br />PER PLAN <br />SCHEDULE WALL PLATE <br />PER PLAN <br />SCHEDULE WALL PLATE <br />6" 6" NO CUTTING OF WEBS IN <br />T <br />HATCHED AREAS TYP. <br />PER PLAN <br />ATTACHMENT, STAGGER <br />NAIL <br />PER PLAN <br />\iL <br />ATTACHMENT, STAGGER <br />NAIL <br />ATTACHMENT, STAGGER <br />NAIL <br />ATTACHMENT, STAGGER <br />NAIL <br />6" <br />HOLE PERMITTED <br />WALL OR SUPPORT <br />ffl ME <br />oll Auff NMI <br />FLOOR SHEATHING � <br />NAILING PER G.N. 1011 < <br />SIMPSON U-/IUS- TYP. <br />FACE MOUNT <br />HANGER, TYP. <br />LANDING JOIST <br />OR FLOOR JOIST <br />PER PLAN <br />BEAM OR HEADER SIMPSON LSC <br />PER PLAN, 4x10 IF HANGER <br />NOT NOTED <br />TYPICAL HOLE SIZE SHALL <br />NOT EXCEED 6". NO MORE <br />THAN(1) 6"0 HOLE IS <br />ALLOWED IN EACH SPAN. <br />3/4" e 11-01, <br />wwwww'"reTpWoRrI <br />FLOOR JOIST PER <br />A, <br />BEAM OR HEADER <br />PER PLAN, 4x10 IF <br />NOT NOTED <br />1 3/4" LSL STRINGER <br />STRINGER @ 24"®c <br />MAX <br />2x THRUST <br />NOTES: <br />SEE TYPICAL STAIR FRAMING <br />FIRE BLOCK DETAIL FOR STAIR <br />BUILT NEXT BY STUD WALL <br />TYPICAL STAIR FRAMING <br />SECTION <br />5/3" TYPE"X" C.W.B. <br />2x FIRE BLOCKING AT <br />MIDPOINT OF STRINGER <br />RUN <br />IOTES: <br />STEPS AND TREADS SHALL NOT VARY MORE THAN 3/6" <br />MINIMUM STAIR WIDTH TO BE T-0" <br />'I rjo <br />�t 3 I-1 fill' 1111 <br />4 tAOt <br />3/4" = 1'-01, <br />imp <br />1 <br />°r <br />z:+ <br />f° <br />? M <br />3/4"1= 11-01, <br />3/4" ® 11-011 <br />