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- -- ' 62'-8' <br />1'-4' <br />�_ <br />7'-47' 2 7' 7 2 7' 7'-4' <br />� <br />a <br />up <br />i <br />jjj <br />E <br />111 <br />it <br />S <br />I <br />i <br />I E <br />E <br />f <br />I <br />i <br />II <br />IIRID(JE <br />NT 11 <br />1 11 <br />11 <br />1 ' <br />f <br />f <br />, <br />j <br />rl <br />i <br />�! ! <br />q <br />] <br />I i <br />i <br />I <br />71 <br />jJ <br />1111 <br />jji(.j <br />10 <br />— <br />..... <br />-7-- 7 - <br />_7_77 <br />t-7-:77 <br />s(i <br />i <br />I j <br />111111 <br />( <br />I <br />�i <br />r <br />I <br />, <br />I <br />I( <br />{ <br />i <br />I <br />j <br />1 <br />i <br />( <br />I <br />1 <br />,� <br />a <br />! <br />f I <br />I <br />I <br />! <br />I <br />III <br />I <br />k <br />la <br />I <br />IA <br />i <br />j <br />In <br />I <br />I <br />j <br />; <br />j <br />__.... <br />__. ____._...._..._.._�—__..___. _.__..._...... ._..........--- <br />- <br />ATTIC <br />ATTICAMC <br />ACC <br />TfICC <br />ES S <br />ATTIC <br />ACC <br />€! <br />A3 <br />AM <br />- <br />n M <br />, !CA) <br />lj <br />I <br />© <br />I <br />i <br />I <br />E <br />I <br />— <br />i <br />_T71 <br />I <br />j <br />6,-8, 6'-8• 6'-8, <br />62'-8' <br />• <br />i <br />UPLIFT C❑NNECTI❑N - SIMPS❑N STR❑NG-TIE <br />MASONRY APPLICATI❑NS <br />MARK <br />CONNECTOR <br />UPLIFT <br />CAPACITY <br />LATERAL <br />CAPACITY <br />FASTENERS <br />FLORIDA <br />APPROVAL # <br />A <br />IHETA20 <br />1890 <br />335 <br />16-10ol X 1-1/2" <br />11473 <br />B <br />HETA20 <br />1890 <br />16-10ol X 1-1/2" <br />11473 <br />C <br />VTCZ <br />1890 <br />16-10c1 X 1-1/2" <br />10861 <br />CAPACITY IS BASED ON CONCRETE EMBEDMENT, REFER TO <br />MANUFACTURER FOR GROUT FILLED CPU. <br />NOTE: <br />ENGINEERED WOOD TRUSSES BY OTHERS <br />ATTIC ACCESS <br />ATTIC ACCESS SHALL BE PROVIDED TO ATTIC AREAS EXCEEDING 30 SQ, FT, AND HAVING <br />MINIMUM 30 INCHES OF VERITAL HEIGHT, ROUGH FRAMED ❑PENING NOT BE LESS THAN 220X30" <br />INCHES, WHEN MECHANICAL EQUIPMENT IS LOCATED IN THE ATTIC IT SHALL BE INSTALLED IN <br />ACCORDANCE WITH FLORIDA BUILDING CODE 5TH EDITI❑N 2014 RESIDENTIAL—SECTI❑N 807 <br />LEGEND <br />® HETA20 <br />® H10A <br />© VTC2 <br />TRUSS LAYOUT <br />ATTIC VENTILATI❑N CALCULATI❑NS <br />TOTAL ATTIC AREA = 1728 S.F. <br />415 MINIMUM <br />SQ, IN. OF NET <br />FREE AREA <br />OF EXHAUST NEEDED OR NEAR THE RIDGE <br />415 MINIMUM <br />SQ. IN OF NET <br />FREE AREA <br />OF INTAKE NEEDED AT OR NEAR THE S❑FFIT <br />TOTAL SQ IN <br />RIDGE VENT = <br />520 SQ IN <br />(4) VENTSURE METAL DOME OR EQUAL <br />TOTAL SQ IN <br />S❑FFIT VENT <br />= 2093 SQ <br />IN (161'-0" X 13/LF) <br />I hereby certify that I have reviewed this plan and found it to <br />compliance with ASCE 7-10 and the Florida Building Code 2017 6th <br />David W. Smith, PRE, <br />; _sON <br />Editi r4► jo ®` <br />#5360f u n%,0 <br />TRUSS PLAN <br />