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S1L.„03- TATE HOLDOWN HOLDOWN SCHEDULE Date: 7/28/2022 <br /> - ngineerin Job#: 1587 <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 <br /> gable-end same as shearwall (SW)below. <br /> (3) Requires 3x or(2)2x foundation sill plate <br /> (4) Threaded rod and coupler as required. <br /> (5) Common nails, UNO: 8d=0.131"x2%", 10d=0.148"x3", , - • , <br /> 12d=0.148"x3'/4", 16d=0.162"x3%", 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 /> biking 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 sheathing must be APA rated. <br /> SHEARWALL SCHEDULE Date: 7/28/2022 <br /> Job#: 1587 <br /> SHEATHING-APPLY TO SHEATHING EDGE NAILS*(5) ROOF TO TOP PLATE, <br /> MARK BASE PLATE SILL PLATE ANCHORS w/ <br /> *(2) 2x HF STUDS @ 16"o/c ALL EDGES BLOCKED NAILS*(5) FLOOR TO TOP PLATE 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 H1 A35 g 24 "o/c 5/8"Qx10"AB's @ 60 "o/c <br /> SW-2 7/16"OSB 8d @ 4"o/c(12"o/c field) 16d @ 8 "o/c A35 @ 24 "o/c 5/8"Ox10"AB's @ 60 "o/c <br />