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<br />G f\ H 1\ G E 'f E N fRY
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<br />General Note,s:
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<br />1, All reinforcing steel shall be ASTM A 615, Grade 40 ,(min).
<br />2. Anchorages shall be I:ot-dipped galvaniled, ailer fabrkation per AS'fM A 90.
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<br />3. Trusses shall be desiWled per SHe and TPI specilkations and certified by a
<br />Prot~ssional Engineer registered in the state of Florida.
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<br />4. Windows, exterior doors, garage doors and other ..-endor-provided ~xterior
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<br />notes.
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<br />Wind Load Notes:
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<br />Design Velocity = lCO Mph.
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<br />2. Sp~cilications ~ SBe 199' including 1992 an'" 1993 JJd~t1\Jull1~, se~tiQI\ l20S.
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<br />3, Net uplH\ per truss bearing connection == J61,9Ib,.
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<br />4. Factor ofsatety a;~ainst o'iertuming = 1.5 .
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<br />6, Ma~1l1um unit \'vall shear at midheight \'vall ::# 483,2 pIt',
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<br />7. Shearwalls.front 3rld rear elevations, fasten sheathing w/S'" nails @ )" o,~ ~&e~
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<br />8, Shear\'vaHs-lell an I right elevations, fasten !heatrung wI 3d or larger nails @ 6"
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<br />9. Install I-Simpson LTf20 w/ 11211 AB and to-16d nails at each end of sheal\valls,
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<br />PLAN'S REVlEWED
<br />'1/,LI:.{-C}4:-
<br />
<br />DATE -
<br />BUILDING DEPT. APPROVED ?-~
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<br />F~ I G H.T
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<br />- ,____ __ __~__.__ __'''_..____ _ __'_"h_'_::=:-'__==-~-:--
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<br />I hereby certify tbat I have reviewed the attached design and found it to be in
<br />compliance with Section 1205 of the Standard Building Code.
<br />
<br />nYMf\f\J (~O~J(3Tnl.jC rfC)f\!
<br />lE P~ty RHILL S
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<br />ORAWN IlV H '(/
<br />RlE't1510
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<br />OATI: 4- el - 94
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<br />James Catalano, P.E.
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