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8' <br />7'-8„� 12'-4" <br />® <br />®® <br />DORMER <br />13 <br />8 <br />B <br />DORMER <br />DORMER <br />Ln <br />lie <br />,,0 <br />B <br />13 <br />® ® <br />® <br />® I(D <br />B [Naa <br />11 <br />® Iris <br />iis <br />® <br />riD <br />F <br />Mo7) <br />a D <br />Ila— <br />.ILO/-5# <br />7'-2" <br />10'-5" <br />LEGEND <br />® MSTCM60 <br />® H2,5A <br />© HETA20 <br />UPLIFT C❑NNECTI❑N - SIMPS❑N STR❑NG-TIE <br />FRAME APPLICATI❑NS <br />MARK <br />CONNECTOR <br />UPLIFT <br />CAPACITY <br />LATERAL <br />CAPACITY <br />FASTENERS <br />FLORIDA <br />APPR❑VAL # <br />B <br />H2,5A <br />600 <br />110 <br />10-8d X 1-1/2' <br />10456 <br />NOTE, CONNECTOR CAPICITIES ARE FOR SYP, REFER TO MANUFACTURERS <br />FOR ADDITI❑NAL INF❑RMATI❑N <br />2 8QD <br />cv <br />J'S <br />S <br />13'-10" <br />3-0 <br />UPLIFT C❑NNECTI❑N - SIMPS❑N STR❑NG-TIE <br />MASONRY APPLICATI❑NS <br />MARK <br />CONNECTOR <br />UPLIFT <br />LATERAL <br />FASTENERS <br />FLORIDA <br />CAPACITY <br />CAPACITY <br />APPROVAL # <br />A <br />MSTCM60 <br />4220 <br />25-16d SINKERS <br />11468 <br />14-1/4'X2-1/2' TITEN <br />C <br />HETA20 <br />1890 <br />335 <br />16-10d X 1-1/2' <br />11473 <br />CAPACITY IS BASED ON CONCRETE EMBEDMENT, REFER TO <br />MANUFACTURER FOR GROUT FILLED CPU, <br />I hereby certif y that I have reviewed this plan and f ound it to be in <br />compliance with ASCE 7-10 and the Florida Building Code 5th Edition 2014 <br />David W. Smith, Pf. #53608 <br />