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w _ (40) 16d x 2-1/8- NAILS. Q NAIL C91 ALL I'L I J.,,hUKJ. cft ± <br /> ' <br /> ��� FILL ALL HOLES W/ NAILS. o _ STUDS W/8d @ 3 O.C. TP. STHD14 STHD14/S1 <br /> OR W/15g STAPLES @ 2.5" O.C. TYP. c 2Tx 4 Blocking M . <br /> STHD14 STHD14/S1 <br /> JOISTS PER PLAN o 0 2-2x4 AT AN„Y O.S.B. JOINT 16D@3"o.c. �') HDU5 HDU5 w/ <br /> a---, I IN MIDDLE 24 OF PANEL o <br /> o cn HDU5 HDU5 w/ <br /> (2) STUDS PER W 7/16" O.S.B. (5/8" T1-11 @ TLRP) o HDU8 HDU8 w/ <br /> MST HOEDOWN z STHD14 OR PLAN NOTE CALL-OUT. 1 \-•• --- \ _ HDU8 HDU8 w/ <br /> EDGE NAIL PLYWOOD olo �= INSTALL PER MANF. RECOMMENDATION. 0O <br /> s TO DBL. STUD (TYP). 2-2X4 PLATES, NAIL SHTG. 5T24 ST 6224 t <br /> ( ) CONTINUO 2 x 4 (min. plate) Sheeting To Be Continuous <br /> w/STEM 12" w/2 #4 MIN TO EA. PLATE - SEE NOTE BELOW ST 6236 t <br /> Over Rim Joist or Vertical ST36 <br /> AT OPENIN I ANCHQRLAG BOLTS W/ 3x WASHER 2-2x Continuous or Strapped Rim LSTA12 to Full Ht. Wall Studs srso MST60 r <br /> MIN 7 EMBEDMENT (1-5/8 x12 AB IIN) PP @ 32 o.c. UNO on Plan <br /> Note: Where Panel i on a rim joist the sheeting must lap the rim ST72 MST72 no <br /> which could take the place of the second plate. Lag bolts are to NOTES: Based on <br /> replace anchor bolts into 4x @ RIM. The STHD14's are to be Perforated Shear Wall Similar. No Horizontal Straps or blocking required. xl-x wall is sheeted on <br /> replaced with STHD14RJ's or added to with MST 60's at a pony Wall to be sheeted then openings cut and all edges nailed per schedule. more nails than plate nc <br /> wall. MST 60's are to replace STHD14's ata secondfloor Anchor bolts forH:Wrc <br /> AFPA SDPWS Section 4.3.5.3 Anr Hold <br /> P do <br /> application. subsituted per the Cato! <br /> Gypsum Wall Nailing is fi <br /> :TERIOR STRAP TIE Q LATERAL RESTRAINT PANEL "LRP" BLOCKED WINDOW SHEAR panels are over ig" thick <br /> :T. SHEAR WALL ACROSS UPPER FLOOR) Q TLRP SIMILAR (REF: APA TT-100) 0 ** 3x M dsllpRequ late only r <br /> Required.WALL DETAIL can be different than th <br /> All walls with shears ow <br /> All anchor bolt spacing 1 <br /> ALL ANCHOR BOL <br /> OSB/Plywood if s <br /> PLYWOOD EDGE /-2 - 2 x TOP PLATES <br /> NAILING (TYP.) <br /> v�'s 2 X MIN. BLOCKING <br /> AT PLYWOOD <br /> PLYWOOD FIELD ` / / EDGES P(SEED <br /> • NAILING (TYP.) ; SCHEDULE NOTES) <br /> 2 X MIN. SOLID - 2-2x OR 4x <br /> F SHEATHING NAILING AT SHEAR (MIN.) <br /> OR AT END <br /> H.D. <br /> ALL OPENINGS R `j :_},( <br /> PER SCHEDULE <br /> (SEE SCHEDULE COLUMN 4 - END <br /> R WALLS2 x RAFTERS NOTES) STUDS <br /> OR TRUSS TOPCHORD EDGE NAILING ATL <br /> PLYWOOD EDGES PLATE NAILING <br /> THING 3-16D TOENAIL EACH TRUSS <br /> G <br /> Ot <br /> 2 x CEILING JOISTS <br /> OR TRUSS BOTTOMTYPICAL SHEAR WALL NAILING <br /> _ � CHORD410 SIMPSON'S H1 <br /> SEISMIC TIES <br /> © 48" O.C. U.N.O. <br /> SHEATHING ON <br /> -✓4 2ND FACE PER <br /> COL. 1 OF SHEAR <br /> WALL SCHEDULE (TYP.) <br /> ` IF REQUIRED <br /> 16d NAILING TO BOTTOM M lG <br /> PLATE PER COL. 5 OF MST48 W/ LSTA8 & STHD10 <br /> SHEAR WALL SCHEDULE MST60 W/ STHD14 <br /> MST72 WI HDU8 and SSTB28L <br /> iJ (TYP.) I I" /vort5s <br />