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-® <br />�- -- ' 62'-8' <br />UPLIFT CONNECTION - SIMPSON STR❑NG-TIE <br />MASONRY APPLICATIONS <br />MARK <br />C❑NNECT❑R <br />UPLIFT <br />CAPACITY <br />LATERAL <br />CAPACITY <br />FASTENERS <br />FL❑RIDA <br />APPR❑VAL # <br />A <br />HETA20 <br />1890 <br />335 <br />16-1001 X 1-1/2' <br />11473 <br />B <br />HETA20 <br />1890 <br />16-10d X 1-1/2' <br />11473 <br />C <br />VTCZ <br />1890 <br />16-1001 X 1-1/2' <br />10861 <br />CAPACITY IS BASED ❑N C❑NCRETE EMBEDMENT, REFER T❑ <br />MANUFACTURER F❑R GR❑UT FILLED CPU, <br />N❑TE: <br />ENGINEERED W❑❑D TRUSSES BY ❑THERS <br />ATTIC ACCESS <br />ATTIC ACCESS SHALL BE PR❑VIDED T❑ ATTIC AREAS EXCEEDING 30 SQ. FT, AND HAVING <br />MINIMUM 30 INCHES ❑F VERITAL HEIGHT, R❑UGH FRAMED ❑PENING N❑T BE LESS THAN 220X300 <br />INCHES, WHEN MECHANICAL EQUIPMENT IS L❑CATED IN THE ATTIC IT SHALL BE INSTALLED IN <br />ACC❑RDANCE WITH FL❑RIDA BUILDING C❑DE 5TH EDITI❑N 2014 RESIDENTIAL-SECTI❑N 807 <br />LEGEND <br />HETA20 <br />® H10A <br />© VTC2 <br />TRUSS LAYOUT <br />ATTIC VENTILATION CALCULATI❑NS <br />T❑TAL ATTIC AREA = 1728 S.F. <br />415 MINIMUM <br />SQ. IN. ❑F NET <br />FREE AREA <br />❑F EXHAUST NEEDED ❑R NEAR THE RIDGE <br />415 MINIMUM <br />SQ. IN ❑F NET <br />FREE AREA <br />❑F INTAKE NEEDED AT ❑R NEAR THE SOFFIT <br />TOTAL SQ IN <br />RIDGE VENT = <br />520 SQ IN <br />(4) VENTSURE METAL DOME ❑R EQUAL <br />T❑TAL SQ IN <br />SOFFIT VENT <br />= 2093 SQ <br />IN (161'-0' X 13/LF) <br />TRUSS PLAN <br />I hereby certify that I have reviewed this plan and found it to be in <br />compliance with ASCE 7-10 and the Florida Building Code 2017 6th Edition <br />David W. Smith, P.E. #53608 <br />