Laserfiche WebLink
' I TE HOLDOWN SCHEDULE Date: 8/31/2022 <br /> 6G,it'4+eliC9d Job##: 1599 <br /> SHEARWALL&HOLDOWN NOTES(U.N.O.) : HOLDOWN/ FASTENERS TO FOUNDATION <br /> (1) Simpson or equal. Locate at end of shearwall u.n.o. Install MARK STRAP*(1) (2)-STUDS MIN U.N.O. ANCHOR*(1)(4) COMMENTS <br /> per manufacturer recommendations for foundation minimum end <br /> distance and embedment,deepen foundation as required. T-1 STHD14/14RJ (38)/(30) 16d N/A <br /> (2) Construct cripple wall same as shearwall(SW)above,and (8)-16d sinkers to each <br /> gable-end same as shearwall(SW)below. T-2 MSTC40 connected element N/A <br /> (3) Requires 3x or(2)2x foundation sill plate (10)-SDS 0.25x2.5 <br /> (4) Threaded rod and coupler as required. T-3 HDU4-SDS2.5 WOOD SCREWS SSTB24 <br /> (5) Common nails, UNO:8d=0.131"x2%", 10d=0.148"x3", <br /> 12d=0.148"x3%", 16d=0.162"x3'/Z', 16d sinker=0.148"x3%". <br /> (6) Install H1's on all trusses/rafters,A35's at 24"o/c on gables& <br /> rim joist(or solid blkg)to top plate(sill plate at fdn)u.n.o.;When <br /> specified spacing is less than 24"o/c,install A35's at roof solid <br /> blk'ing to SW top plate,and install H1 or H2.5 on all <br /> trusses/rafters. LTP4,LTP5 or LS50 can be substituted for A35. <br /> Conn. per Simpson Strong-Tie or equal. <br /> (7) Minimum 3x or dbl-2x stud lam'd w/(2)-16d @ 6"o/c at <br /> abutting panel edges. <br /> (8) Anchor bolts shall be embedded at least 7"into concrete; <br /> there shall be a minimum of two bolts per piece with one bolt <br /> located not more than 12"or less than seven bolt diameters from <br /> each end of the piece. 2x min PT,u.n.o. <br /> (91 All sheathina must be APA rated. <br /> SHEARWALL SCHEDULE Date: 8/31/2022 <br /> Job#: 1599 <br /> SHEATHING-APPLY TO SHEATHING EDGE NAILS*(5) ROOF TO TOP PLATE, <br /> MARK SILL PLATE ANCHORS w/ <br /> 2x HE STUDS @ 16"o/c ALL EDGES BLOCKED BASE PLATE FLOOR TO TOP PLATE <br /> *(2) NAILS*(5) 3"x 3"x 1/4"WASHERS*(8) <br /> U.N.O.BELOW*(9) (do not penetrate past flush) &SILL PLATE*(6) <br /> SW-1 7/16"OSB 8d @ 6"o/c(12"o/c field) 16d @ 12 "o/c Hl @ or 24 o/c 5/8"0x10"AB's @ 60 "o/c <br /> A35 @ 24 "o/c <br /> SW-2 7/16"OSB 8d @ 4"o/c(12"o/c field) 16d @ 6 "o/c A35 @ 16 "o/c 5/8"0x10"AB's @ 42 "o/c <br /> RSW 7/16"OSB*(7) 8d @ 2"o/c staggered SEE DETAIL 1 <br /> (12"o/c field) <br />