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<br />General Note~:
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<br />Wind Load Notes:
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<br />1.1, j\ll reinJbr~ing steel 'shall be NHM A 615, Grad~'40 (min,) ,
<br />
<br />2.}, De$ign Velocity = 100,Mph
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<br />2,2. Spedt1cations ,;: sac 1991 including 1992 and 1993 adde,~du1l1s.
<br />se<:tion 1205,
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<br />1.2, Anchorages shall be hot.dipped galvaniud, at1e.f fabrication P~!
<br />J\sr[~t A 90.' ,- . .,1
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<br />1.3. trusses shall be designed per SaC"aud, 1Ff specitica~ions arid,
<br />certified by a PrOte,ssionaJ Engineer registered in the state of i'Jorida,
<br />Dradng spe<:itied by the truss m<V\ufacturer (internal to the truss system)
<br />shall be fastened with 2-16d nails per bearing point at cross bracing, IOd
<br />nails at 18" o,c. along stitleners (i.e. 'L"and'T' bracing) andJ..16d nails
<br />toe.naiIed at end bearing connedions,.
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<br />2.3.
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<br />Roof Dead Load (used to calculate uptiJl resistance) == 11.8 pst'.
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<br />Ma,,<imum net uptif' per truss bearing connection::: , 15,2 Ibs. ''''
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<br />2.5,
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<br />Maximum net uplit\ per girder bearing connection::: 3427,2 Ibs.
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<br />Factor of safety against overturning =: 1,5
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<br />1.4, Trusses shall be braced in acc;ordance with the Truss Plate
<br />Institute's HID-90.
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<br />2,6,
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<br />2,7.
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<br />Maximum unit shear at roofdiaphragIl.1::: 244.8 plf
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<br />1.5, Windows, exterior doors, garage door and other \'endor.proyided
<br />exterior cladding shall comply with the design criteria set forth in the
<br />following wind toad notes, .
<br />
<br />" 2.8. Maximum unit wall shear at midheight wall == 435.2 pIt'.
<br />
<br />2,9, Roof Sheathing: Fasten 112" APA Rated Shea'thing (CDX)
<br />perpendicular to framing with 3d 'nails or 0.099" spiral shank P-naiIs at 6"
<br />O.c, along panel edges, 12" o,c. along intem1ediate supports (No blocking
<br />required).
<br />
<br />1,6. All stlUctural lumber shall be #2 (min.) SPF or Syp,
<br />
<br />1.7. All load bearing frame walls shall lie stud grade (min.) SPF or SYP ,
<br />with s'tuds at 16" o,c.
<br />
<br />1.8, All non.load beari;lg frame walls shall be stud &fade (min.) SPF or
<br />SYP with studs at 24" O.c.
<br />
<br />1.9, Windows and sliding glass doors in masonry walls shall be fastened,
<br />to 1x2 PT buck strips wI #8 x 1-1/4" wood screws, 3 per side for windov'is
<br />and 36 total tor SGOs. Fasten buck strip to masonry wall \'with 10d case
<br />hardened nails at 8" o,c. each side, ..
<br />
<br />1.10. Garage door shall be fastened by'mfgr's track brackets using 1/4" x
<br />1.1i2" hex head lag bolts tully seated ill 2 :< 4 (min.) #2 SPF or SYP PT
<br />door jambs fastened to tilled masonry celts with thr~e (3) 1I~" anchor bolts
<br />with 2" diam. washers per side. Anchor bolts may be cast.11l place, epo~y
<br />set or wedge type \'with a n1aJlufacture.s pun~out capacity of}50 Ibs. (nun,),
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<br />LAYOUT
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<br />PLAN
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<br />Certified tQt ~oillpliance with the wind t03<tprovisions of Standard Building
<br />Code,(~13C) S~~tio111205, 199,l'editionitichiding 1994 and 1993addendtlills.
<br />Othe~ design el~meIHs. Shal~~O\lSibiliIY o~ yntracior.
<br />
<br />..' . ~. _// ..' 3(f'f'f
<br />James '\ ,taJ1o~ P.E, ' ate.
<br />, 0.42507
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<br />BR()V/~~ RESID[NCE~ >.'
<br />Z[F:HYr~HIL.L_~~ I FL.ORI D),~
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<br />SCALE
<br />OATE7.23.(3::~
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