3531 NORTON AVE 2022-02-23 - Laserfiche WebLink

TJ STATE HOLDOWN SCHEDULE Date: 2/12/2019 ri i rib-d l Job#: 1027 SHEARWALL&HOLDOWN NOTES(U.N.O.) : MARK HOLDOWN/ FASTENERS TO FOUNDATION COMMENTS (1) Simpson or equal. Locate at end of shearwall u.n.o. Install STRAP*(1) (2)-STUDS MIN U.N.O. ANCHOR*(1)(4) per manufacturer recommendations for foundation minimum end (24)- 16d sinkers to each distance and embedment,deepen foundation as required. T-1 MSTC52 connected element N/A wall-to-wall connection u.n.o. (2) Construct cripple wall same as shearwall (SW)above, and T-2 MSTC48B3 10d NAILS-(12)FACE(4) NA TO BEAM BELOW gable-end same as shearwall (SW)below. BTM(38)FRMG (3) Requires 3x or(2)2x foundation sill plate (4) Threaded rod and coupler as required. T-3 STHD14/14RJ (38)/(30)- 16d N/A (5) Common nails, UNO: 8d=0.131"x21,4", 10d=0.148"x3", 12d=0.148"x31/4", 16d=0.162"x31/2', 16d sinker=0.148"x3Y4". (6) Install His on all trusses/rafters,A35's at 24"o/c on gables& rim joist(or solid blkg)to top plate(sill plate at fdn)u.n.o.;When specified spacing is less than 24"o/c, install A35's at roof solid biking to SW top plate,and install H1 or H2.5 on all trusses/rafters. LTP4, LTP5 or LS50 can be substituted for A35. Conn. per Simpson Strong-Tie or equal. (7) Minimum 3x or dbl-2x stud lam'd w/(2)-16d @ 6"o/c at abutting panel edges. (8) Anchor bolts shall be embedded at least 7"into concrete; there shall be a minimum of two bolts per piece with one bolt located not more than 12"or less than seven bolt diameters from each end of the piece. 2x min PT, u.n.o. (9) All sheathing must be APA rated. SHEARWALL SCHEDULE Date: 2/12/2019 Job#: 1027 MARK SHEATHING-APPLY TO SHEATHING EDGE NAILS*(5) BASE PLATE ROOF TO TOP PLATE, SILL PLATE ANCHORS w/ *(2) 2x HF STUDS @ 16"o/c ALL EDGES BLOCKED NAILS*(5) FLOOR TO TOP PLATE 3"x 3"x 1/4"WASHERS*(8) U.N.O.BELOW*(9) (do not penetrate past flush) &SILL PLATE*(6) SW-I 7/16"OSB 8d @ 6"o/c(12"o/c field) 16d @ 12 "o/c A35 @ 24 "o/c 5/8"0x10"AB's @ 60 "o/c SW-2 7/16"OSB 8d @,4"o/c(12"o/c field) 16d @ 8 "o/c A35 @ 16 "o/c 5/8"0x10"AB's @ 48 "o/c SW-3 7/16"OSB*(7) 8d @ 2"o/c staggered l6d @ 4 "o/c A35 @ 8 "o/c 5/8"0x10"AB's @ 12 "o/c (12"o/c field) RSW 7/16"OSB*(7) 8d @ 2"o/c staggered SEE DETAIL 1 (12"o/c field) I