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<br />General Notes:
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<br />2.
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<br />3.
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<br />I.
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<br />All reinforcing steel shall be AST1\-IA 615, Grade 40 (min)
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<br />Anchorages shall be hot-dipped galvanized aileI' tllbriC'ltion per
<br />AST1'vl A 90. ' ' (
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<br />Tn~ss:s s,hal~ be de,sig~led per ~I3C and TPI specifications and certitied
<br />by a I rofesslOnal Engllleer regIstered in the state of Florida,
<br />
<br />Wind Load Notes:
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<br />Design Velocity = 100 Mph
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<br />Spe~itications = SI3C 1991 including 1992 and 1993 addendums
<br />sectIon 1205, '
<br />
<br />Net uplift per truss bearing connection = 368.0 Ibs,
<br />
<br />Factor of safety against overturning = 1,5
<br />
<br />ivfaximum unit shear at root/ceiling diaphragm = 290.8 plf
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<br />Maximum unit wall shear at midheight wall = 396,9 plf
<br />
<br />~hearwalls-front and rear elevations, fasten sheathing wi 10d nails @
<br />2" o.c edges, 6" o.c interior.
<br />
<br />Sh~arwalls-len and right elevations, fasten sheathing wi 8d or larger
<br />nalls @ 6" o.c, edges, 12" o,c. interior.
<br />
<br />Install I-Simpson LTT20 wi 1/2" Al3 and I 0-16d nails at each end of
<br />shearwalls.
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<br />.. Of 'CT1RS SHAll BE ELECTRIC
<br />tOll/tREO (A. , IN ALL NEW CONSTRUCTION
<br />NFPA..l0') & NfPA.14UFE SAFETY CODE.
<br />
<br />PLANS REVIEWED ·
<br />DATE -6~J~ ~-cjT
<br />BUILDftlG DEPT. ;;~~VE@ _
<br />
<br />James Catalano, P,E.
<br />No. ,.2507
<br />
<br />Date
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<br />~~~~ ~ ~eltilie~ t~r compliance with the wind load provisions of ShUldard l3uilding
<br />~~~~~b. Code (S~~) 3ectIon 1205, 1991 edition including 1992 and 1993 addendums,
<br />,j..~' ~ ~~"'l/j Other deSIgn elements shall be the responsibilil y of the contractor
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