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m <br />T.O.M. <br />TEXTURED — <br />CEMETITIOU5 <br />FIN15H ON C.M.U. <br />(TYP.) <br />FINISH FLOOR LINE <br />DECORATIVE <br />BRACKET(5EE <br />12 DETAIL (TYP.) <br />I"x8" SMOOTH <br />5 <br />TEXTURED TRIM / <br />FIBERGLASS _ <br />BAND <br />512 <br />SHINGLE PER <br />12 <br />COMMUNITY 5PEc <br />(SEE 5TRUCT.) <br />I"xl" SMOOTH <br />TEXTURED TRIM / <br />2'-0" 2'-0" F20 (TYP.)= <br />G.C. VERIFY <br />BAND <br />FA5CIA CALL -OUT <br />TEXTURED FINISH <br />❑ I"x8"6" 5MOOTH <br />(TYPICAL) <br />STUCCO ON <br />TEXTURED TRIM /LZ: <br />F5 <br />5HEATHING (TYP.) <br />"' nFE, FBAND <br />INININININININ101 miml <br />IFE-ININIFEININIFE-10IIF�M-M-IFM- <br />Elmi-mim <br />FRONT ELEVATION - A <br />FIBERGLA55 <br />SHINGLE PER <br />COMMUNITY 5F <br />(5EE 5TRUCT.) <br />TEXTURED FIN15H 2'-0" <br />STUCCO ON <br />SHEATHING (TYR) <br />T.O.M. <br />_ <br />TEXTURED <br />CEMETITIOU5 <br />FINISH ON C.M.U. <br />(TYP.) <br />25-5H <br />FINISH FLOOR LINE <br />GRADE LINE <br />(A55UMED) <br />SCALE: 1/4" = 1'-0" <br />25-5H TEMP. <br />RIGHT ELEVATION - A <br />SCALE: 1/4" = I'-0" <br />F5 <br />T.O.M. <br />HDR. HGT <br />TEXTURED <br />CEMETITIOU5 <br />FINISH ON C.M.U. <br />(TYP.) _ <br />co <br />F6 <br />25_5N _ FINISH FLOOR LINE <br />GRADE LINE <br />(A55UMED) <br />Q5 <br />TEXTURED <br />CEMETITIOUS <br />FINISH ON CM.U. <br />(TYP.) <br />�. <br />T.O.M. <br />HDR. HGT. <br />—FINISH FLOOR LINE, <br />m <br />y <br />DAMS BEWS <br />DESIGN GROVP <br />150 SPATE STR= EAST <br />OUXMAR, RA)RIDA 34677 <br />813.92.5.1300 TEL <br />813.925.1800 FAX <br />W W W.DAVISBEWS.COM <br />TAMPA • DENVER <br />EST. 1994 <br />oil <br />VORTEX ENGINEERING, LLC. l <br />��®�'�f •• • • `O�t ®��� 607 S. ALEXANDER ST., SUITE 103 <br />PLANT CITY, FLORIDA 33563 <br />813.704.4842 <br />COA 28035 <br />PAUL D. IDWELL, P.E. #52683 <br />ANDREW.1. MEISHEID, P.E. #83217 ' <br />I' <br />1 HEREBY CERTIFY THAT I HAVE REVIEWED THE <br />ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE <br />WITH SECTION R301 OF THE FLORIDA BUILDING CODE, <br />RESIDENTIAL 6TH EDITION (2017). <br />f <br />THE ENGINEER HAS NOT REVIEWED THE I' <br />PRE-ENGINEERED TRUSS MANUF. LAYOUT TO <br />DETERMINE ANY LOAD BEARING CONDITIONS AND <br />RESERVES THE RIGHTTO MAKE ANY CHANGES AFTER <br />TRUSS LOAD INFORMATION IS SUPPLIED TO THE <br />ENGINEER. <br />SEALED FOR STRUCTURE ONLY <br />O <br />Z <br />O <br />N <br />O <br />�O <br />'=3 <br />ko <br />M <br />O <br />Q <br />-) <br />O <br />N <br />LL <br />Ln <br />M <br />Q <br />U00 <br />'� <br />Q <br />E <br />Z <br />w <br />O <br />J <br />� <br />'_ <br />0 ZO <br />0 <br />z <br />Q <br />O <br />w<�X <br />�— <br />�400 <br />z w Q <br />Q <br />0o-iz <br />> <br />a 0 <br />W <br />a��o <br />0 <br />J <br />"o <br />m0h <br />W <br />z04 <br />O <br />W <br />U <br />2: z <br />zW <br />I <br />z <br />s <br />1--•1 <br />4 <br />w <br />1 <br />U <br />V) <br />Z <br />0 <br />Z <br />I <br />I <br />Wza <br />az� <br />Qb2: <br />O <br />7 <br />Z <br />Wo= <br />zoWu <br />^ <br />O <br />Q <br />z <br />N <br />N <br />�oo <br />z <br />$°fig <br />, <br />w <br />n <br />N <br />w <br />w <br />w <br />Z� <br />WLu <br />Q � <br />000 <br />� <br />Q <br />Z <br />Q <br />ZJo <br />=o" <br />i <br />o"' <br />Z <br />Z <br />ado <br />o <br />,--I <br />g <br />Om <br />m <br />a <br />SCALE : AS <br />NOTED <br />DATE : 10/4/2018 <br />VERSION NO. <br />I <br />1.0 <br />SHEET NO. <br />