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SHEARWALL & HOLDOWN NOTES (U.N.O.) : <br />(1) Simpson or equal. Locate at end of shearwall u,n.o. Install <br />per manufacturer recommendations for foundation minimum end <br />distance and embedment, deepen foundation as required. <br />(2) Construct cripple wall same as shearwalt (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'/2", 10d=0.148"0", <br />12d=0.148"x3Y,", 16d=0.162"x3%", 16d sinker=0.148"x3'/<". <br />(6) Install 1-11's on all trusses/rafters, A35's at 24"o/c on gables & <br />rim joist (or solid blkg) to lop 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 />bik'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 />HOEDOWN SCHEDULE Date: 4/28/2021 <br />.lob tl: ] 373 <br />MARK <br />110€'DO�i N / <br />FASTCNLRS "I'O <br />FOUNDATION <br />STRAP *(I) <br />(2)-STUDS MIN U.N.O. <br />ANCHOR *(1)(4) <br />COMMLNI'S <br />T-I <br />MSTC40 <br />(8) - l6d sinkers to each <br />NIA <br />\l'RAP DEANWICADER <br />connected element <br />BELOW AS RFQD <br />SITID14/1410 <br />(38)/(30)- l6d <br />N/A <br />SHEARWALL SCHEDULE Date: 4/28/2021 <br />Job #: 1373 <br />MARK SHEATHING - APPLY TO M 11-ATHING EDOl3 NAILS *(S) ROOF 7'0 TOP PLATE, <br />2x 1-Ih STUDS �r, 16"o/c ALL EDGES BLOCKED DASD PLATE SILK PLATE ANCHORS Nv/ <br />*(2) � <br />FLOORTO TOP PLATEWASHERSU.N.O. <br />NAILS ''(3) <br />BELOW *(9) (do not purctratc ast fhisl3} & SILL PLATE *(G 3" x 3" x 1/4" *(8) <br />SW-1 <br />7/16" OSI3 <br />8d (yD, 6" o/c (12" o/c field) <br />16d c. 12 " o/c <br />1{1 rl 24 "o/c <br />5/8"t7x 10" AD's @ 60 " <br />or A35 a. 24 " o/c <br />o/c <br />SW-2 <br />7/16" OSB <br />8d a, 4" o/e (12" o/c field) <br />16d rr 8 "o/c <br />A35 u, 20 "o/c <br />5/8"0xi0" AD's q 48 "o/c <br />SW-3 <br />7/16" OSB *(7) <br />8d q 3" o% (12" o/c field) <br />16d ri 4 " o/c <br />A35 u. 12 " o/c <br />5/8"Ox I W AD's a, 16 " o/c <br />RS W <br />7/16" OS13 '"(7) <br />8d a; 2" o/c staggered <br />(12" o/c field) <br />SEC DETAIL I <br />