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12 <br />TOM, 5 <br />FIN15P FLOOR LINE <br />GRADE LINE <br />(A55UMED) <br />W� <br />TOM. <br />HDR. WiT. <br />FIN15H FLOOR LINE I <br />35-SH <br />12 <br />5 Fl____ <br />LINE OF <br />VAULT <br />EXTENDED <br />OVERHANG TO <br />BECENTMI) <br />ON 56.0. <br />5HINSLE PER <br />COMMUNITY 5PEC <br />(5EE STRUCT.) ­7 <br />25-SH 25-6H <br />* EGRE55 <br />REAR ELEVATION - B. <br />$CALE: 1/4" - 1'-0" <br />FIBERGLA65 <br />5HIWGLE PER <br />COMMUNITY 5PEC <br />(6EE 5TRUCT.) -7 <br />/TEXTURED <br />CEMETITIOU5 <br />FIN15H ON C.MU. <br />(TYP) <br />35 <br />RIGHT ELEVATION - B <br />5CALE: 114" - I'-0` <br />ZTEXTURED <br />CEMETITIOU5 <br />FIN15H ON C.M.U. <br />(TYP) <br />7 <br />12 <br />12 <br />35-5H TEMP. <br />GRADE LINE <br />(A55UMED) <br />T.0. <br />fl-q <br />__�_TEXTURED <br />CEMETITIOU5 <br />FIN15H ON C.M,U. <br />(TYP.) <br />FIN15H FLOOR LINE <br />TOM,— <br />WDR, HGT, <br />FIN15P FLOOR LINE <br />w <br />4. 4c:) <br />U- <br />0 <br />UJ _k <br />z <br />'0� _k <br />/01181111% 1% <br />71 <br />DAVIS BEWS <br />DESIGN GROVP <br />00 STATE STREET EAST <br />OUXMAlk, RDIMA 34677 <br />813. 925.1300 TEL <br />813. 925. 1800 FAX <br />VVWW.DAVLSBE%VS.00M <br />TAMPA e E:)Er4VEFL <br />EST. 1994 o�­� <br />VORTEx ENGINEERING, LLC. <br />607 S. ALEXANDER ST., SUITE 103 <br />PLANT CITY, FLORIDA 33563 <br />813.704.4842 <br />COA 28035 <br />PAUL D. KIDWELL, P.E. #52683 <br />ANDREWJ. MEISHEID, P.E. #83217 <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 />THE ENGINEER HAS NOT REVIEWED THE <br />PRE-ENGINEERED TRUSS MANUR LAYOUT TO <br />DETERMINE ANY LOAD BEARING CONDITIONS AND <br />RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER <br />TRUSS LOAD INFORMATION IS SUPPLIED TO THE <br />ENGINEER. <br />SEALED FOR STRUCTURE ONLY <br />C) <br />C:) <br />Z r-4 <br />0 (v N <br />§--� 4-J C:) <br />u') 'E5 tD <br />> u.) rn c) <br />c) <br />Ln <br />cl. V) -0 <br />z " 0 L_ <br />a) -2 Ln <br />0. LL <br />L <br />>� , <br />< U 0.00 <br />z z 'E <br />z �' m <br />LL, CD F- <br />w <br />- z <br />Ul <br />z <br />z <br />z <br />0 <br />Lu a. <br />urz8o <br />or- <br />Lu uj <br />z <br />zz <br />!� z <br />0 UJ <br />> <br />0 Lo <br />o LWL <br />Z <br />ui <br />z <br />Z <br />Lu <br />0- <br />2: <br />m: <br />Lu <br />j <br />> <br />g OR <br />0 <br />u <br />V) <br />V) <br />z <br />09 <br />In <br />c) <br />Mr LLI Ce <br />z <br />Lu <br />z <br />Q4 <br />N <br />00 <br />V, <br />00 <br />v- <br />< <br />Lu <br />z <br />LLJ <br />_j <br />CIS! <br />Ln <br />r-4 <br />j2 <br />z <br />Lu < <br />oz <br />qr <br />< <br />z <br />< <br />z <br />z <br />0 z <br />00 <br />Z <br />:5 <br />z <br />5 <br />t7; < <br />z UJ <br />LLJ <br />x <br />0 <br />rn <br />m <br />1 <br />r5 <br />SCALE AS <br />NOTED <br />DATE 1/16/2019 <br />VERSION NO. <br />iso <br />SHEET NO. <br />. 304 <br />