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w <br />T.O.M. <br />a <br />eo TEXTURED —� <br />CEMETITIOU5 <br />FINISH ON CM.U. <br />(TYP) <br />FINISH FLOOR LINE <br />T.OM. <br />HDR HGT. <br />FINISH FLOOR LINE <br />TEXTURED FINISH F� <br />STUCCO ON <br />SHEATHING (TYP.) <br />■ <br />LINE <br />ow- <br />0) (A55UMED) <br />ZTEXTURED <br />CEMETITIOU5 <br />FIN15H ON CM.U. <br />(TYP.) � <br />12 <br />5t---_ <br />12 <br />5L---- <br />FIBERGLASS <br />SHINGLE PER <br />COMMUNITY SPEC <br />(SEE 5TRUCT.) --- 7 <br />G.C. VERIFY T <br />FASCIA CALL -OUT <br />(TYPICAL) <br />MINININ <br />MINININ <br />NIMINIM <br />_Q 5 <br />TEXTURED FIN15H <br />STUCCO ON <br />SHEATHING (TYP.) <br />�I"xb" SMOOTH <br />BANDTEXTURED TRIM <br />BAND / <br />• <br />r- <br />-r <br />CEMETITIOU5 <br />O - <br />I F-3 (TYP) <br />FINISH • • <br />■ ,I <br />----- <br />I I <br />LFF,� <br />i <br />FI F2 GRADE LINE <br />(A55UMED) <br />FRONT ELEVATION - B <br />25-5H <br />* EGRESS <br />SCALE: 1/4" : 1'-0" <br />SHINGLE PER <br />COMMUNITY SPEC <br />(SEE STRUCT.) -7 <br />25-5H <br />* EGRE56 <br />Q5 <br />TOM. <br />ZTEXTURED <br />CEMETITIOUS <br />FINISH ON C.M.U. <br />(TYP)� <br />25-5H <br />* EGRE55 FIN15H FLOOR LINE <br />LEFT ELEVATION - B <br />SCALE: 1/4" : 1'-0' <br />GRADE LINE <br />(ASSUMED) <br />9 <br />DAVIS BEWS <br />DESIGN GROUP <br />L50 STATE STREET EAST <br />OLDU M& RA MA 34677 <br />813.925.1300 TEL <br />813.925.1800 FAX <br />W W WnAVLSBEWS.00M <br />TAMPA • DE *4V <br />--� EST. 1994 <br />111 <br />111 111 <br />111 111 <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 />ANDREW J. MEISHEID, P.E. #83217 <br />ASBED A. AVEDIKIAN, P.E. #86623 <br />1 HEREBY CERTIFY THAT 1 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 />I <br />O <br />O <br />Z (V <br />O I� <br />O <br />M <br />Q � M Ln <br />H (1)L� <br />ln� Vco <br />ra ` <br />Q � 0 � <br />Z <br />wCD IT <br />J CD <br />0z <br />Lo <br />Lu <br />z <br />z `ta <br />O}a <br />w ow <br />r00. L0 <br />Qz <br />u z < <br />> <br />��:-7jzz <br />29 2 f J <br />W <br />�:��0 <br />S�Lu <br />J <br />W <br />O(A <br />Z0 <br />} <br />1 1 1 <br />z <br />z <br />LLJ <br />Z <br />a <br />ui <br />U <br />z <br />0 <br />z <br />�Yoz <br />obi <br />ma <br />a <br />N <br />w 0 2 J <br />a <br />O <br />Y^F., <br />" <br />Z <br />a <br />N <br />n <br />W <br />O� <br />�iog <br />w <br />N <br />cl <br />J <br />*•-i <br />o a H H <br />wz <br />cn <br />�;0'<�S <br />0Q10 <br />Z <br />Z <br />z <br />�0z <br />m <br />00 <br />g <br />g <br />�Za <br />uj <br />� f <br />O <br />m <br />a <br />a <br />Q <br />SCALE <br />: AS <br />NOTED <br />DATE : 4/8/2019 <br />VERSION NO. <br />iso <br />SHEET NO. <br />3N3 <br />