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or <br />co TEXTURED — <br />CEMETITIOU5 <br />FIN15H ON CM.U. <br />(TYP.) <br />FIN15H FLOOR LINE <br />12 <br />5[---_ <br />TEXTURED FIN15H 2'-0" <br />5TUCCo ON <br />5HEATHING (TYP.) <br />TOM. <br />12 <br />5F�77__ <br />G.G. vERIFY <br />FA5CIA CALL -OUT <br />(TYPICAL) <br />FIBERGLA55 <br />5HINGLE PER <br />COMMUNITY SPEC <br />(5EE 5TRUCT.) <br />F5 <br />1"x8" 5MOOTH <br />TEXTURED TRIM / <br />BAND <br />"A" 5MOOTH <br />,TEXTURED TRIM / <br />BAND <br />TEXTURED FIN15H <br />5TUCCo ON <br />5HEATHING (TYP.) <br />■■ - <br />a��aaa�aa MINIM!a <br />,■ '■ a �'�■ ��,a a Ala '�■ ��� ',a a 'a <br />5� <br />24" 1, 2'-0" <br />❑ L <br />�I ( F5 <br />LEI <br />FRONT ELEVATION — A <br />5CALE: 1/4" = I'-0" <br />FIBERGLA55 <br />SHINGLE PER <br />COMMUNITY 5f <br />(5EE STRUCT.) <br />DECORATIVE <br />BRACKET (5EE <br />DETAIL (TYP.) <br />12 <br />a5 <br />F20 (TYP.) <br />1116"x8" 5MOOTH <br />TEXTURED TRIM / r <br />BAND r <br />TEXTURED <br />CEMETITIOU5 <br />FIN15H ON CM.U. <br />(TYP.) —7 <br />�l/ 25-5H 25-51-1 TEMP, <br />FIN15H FLOOR LINE * EGRE55 * EGRE55 <br />GRADE LINE <br />(A55UMED) <br />RIGHT ELEVATION - A- <br />5CALE: 1/4" = 1'-0" <br />F5 <br />a5 <br />ZTEXTURED <br />CEMETITIOU5 <br />FIN15H ON C.M.U. <br />(TYR) <br />TOM, <br />HDR HGT. <br />TEXTURED <br />CEMETITIOU5 <br />FIN15H ON CM.0 <br />(TYP.) <br />FIN15H FLOOR LINE <br />GRADE LINE <br />(A55UMED) <br />IN <br />a T.O.M. <br />J HDR HGT, <br />_FIN15H FLOOR <br />y <br />DAVIS BEWS <br />DESIGN GROUP <br />150 STATE STREET EAST <br />OUXMAR, FLORMA 34677 <br />813.925.1300 TEL <br />813.925.1800 FAX <br />W W W.DAVISBEWS.C.OM <br />TAMPA • DEI*T\/ER <br />EST. 1994 �,, <br />III <br />III III <br />��� III III <br />VORTEX ENGINEERING, LLC. <br />607 S. ALEXANDER ST., SUITE 103 <br />PLANT CITY, FLORIDA 33563 <br />1.877.6VORTEX (686-7839) <br />COA 28035 <br />PAUL D. KIDWELL, P.E. #52683 <br />NDREW J. MEISHEID, P.E. #83217 <br />ASBED A. AVEDIKIAN, P.E. #86623 <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 MANUF. 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 />11 <br />O <br />Z CD <br />N <br />0 N I� <br />+-' O <br />�U)MO <br />�V;ro L0 <br />�70 <br />�Lo <br />Q Qom.. <br />M <br />Q U Q00 <br />Z � � <br />w wo <br />_j C) <br />J <br />oZ <br />L �o <br />z Q <br />O z� <br />H ua ., <br />EZ 80 <br />0 <br />Q ZLZa <br />_ � w Z <br />ce <br />W0 C� L o <br />U Lu N <br />c- W O <br />WZZ <br />w <br />Z W zuj <br />0 � <br />> L10 ~ <br />o V) Q <br />Z z w�a <br />N <br />Qo <br />IL <br />O' rL wa�� <br />w O , <br />o Z o0Fr UZo <br />N LU o Y a <br />Q 0 a��o <br />I..L ~ <br />Z � (� Ooa"'z <br />Z N N u_ " ;¢S <br />J � a~ZZ <br />�gOa <br />,--I W ditLU w � <br />Q Q ¢ <br />o 0EL <br />0000 Z Z CY o <br />CO Z Z Q�o <br />o �' g : o m <br />r, m a a <br />SCALE : AS NOTED <br />DATE : 4/9/2019 <br />VERSION NO. <br />iso <br />SHEET NO. <br />