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<br />SC~LE
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<br />General Notes;
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<br />1.Vind LQad Note",:
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<br />1,1. All reinforcing steel ~hal1 be ASTM A 615, Grade 40 (min,)
<br />1,2, Anchorages shall be hot-dippe\i galvanized, ailer fabrication per ASTM A 90
<br />1 J, T IUsses shall be designed per SBe anti T P I spec ilications and certified by a
<br />Vrolessional Engineer registered in the state of fIorida Bra~ing speciJi~ by the t~ss
<br />manufacturer (internal to th~ truss system) shall te fastened \'wlth 2-\6d nails ~er beanng
<br />point at cross bracing, lOd I,ails at 18" o,c along stitleners (i,e, 'L' and ''I'' bfacLllg) and
<br />3-16d nails toe-oailed at end beari.ng connedions '
<br />1.4 Trusse,s shall be bnl,~d in accordance v.ith the Truss Plate Institute's llill-90
<br />1..5 Windows, exterior doors, galage door al\d otb~r \'endor-pro"~ued exterior
<br />cladding shall comply \'with the desigr1 clitelia set forth in the following wind foad notes.
<br />1,6 AU strudural and dimensiona1 lumber shall.be #2 (min,) SPF or SYP
<br />L 7. All toad bearing frame walls shall be stud grade (min,) SPF or SYP ...vith studs at
<br />\6" o,c
<br />1.8, All non-load bearit1a lrame walls shall be stud grade (min,) SPF or Syp \..ith studs
<br />at 24" o,c.
<br />1.9, -rile bottom chord of gable elld tfUSS shall be restraine\i by Simpson ETAI2 truss
<br />3l1chors w/t-l Od nails e.a, embedded in bond beam @ 32" 0 c, dirt.'(tly adjacent to the
<br />inside face ofbottolll chord
<br />1. 10 Windows and sliding glass doors in 11l3Somy waIls shall be fast';l\ed to 1:<2 PT
<br />buck strips wI #8 xl- 1J.t" wood screws, 3 per side tor \'vindows and 36 total (Qf SGDs
<br />Fasten buck ship to masollIY wall with 10d case hardened nails at 8" o,c, cad\ side.
<br />1..11, Gatage door shall be fast~nt.'d by mtW's track brackets u:ing II,!" :\ '-\12". hex
<br />head Ia~ bolts fully seated in 2 xl (min.) #2 SPF or SYP PT door jaJub3 la~ttned to hll~
<br />ma.sonrycells \'with three (3) 112'" andlor bolts with 2" diam. \'yasher~ per ~lde, Anchor
<br />b~lts m~y b~'~a!t-in place, epoxy.set or wedge t)pe \'with a manufactures pult~out ~apadty
<br />of150 Ibs. (min.).
<br />
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<br />2,1. Design Velocity 0= 100 ~tph
<br />2.2 Specilk.uions 0= SBe 1991 including 1992 and 1993 addendums, se\:tioll 1205
<br />2.3 Roof Dead Load (used to calculate uplill re.sistance) ~ 11.8 psf
<br />24 Maximul\lltet uplilt per truss bearing connection :== 317.3 Ibs
<br />2,5 Maximum I:et upliil per girder bearing conne\:tioll = 356.5 lbs
<br />2.6, Factor of!-.lfety against o\'erturning == 1.5
<br />2.7 MaxinH1Ul ullit shear at fOOl' diaphragm :== 1486 pit'
<br />2.8 Maximum unit wall shear at midheight wall = 33 I'" pit'.
<br />2,9 Roof Sheathing: Fasten 112" CDX Rated Sheathing perpendicular to framing with
<br />8d nails or 0099" spiral shank P-nails at 6" o,c along panel edges, 12" 0,(, along
<br />intermC(Jiate supports (No blocking required),
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<br />Celtilied for eQlllpliancc: with the \~i~ld ~oad p~ovi:5ions of Stall~~U'fj Building
<br />Code (SUe) Se'ctioll 1205, 1991 editIOn mcluding 1992 and 1993 addendums.
<br />Other design elelllellt~' ~esponSib~bJ~h: contdClor,
<br />
<br />
<br />James Cl 'Iano, P,E. Date ',;
<br />o ,J2507
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