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T.OM. <br />TEXTURED — <br />CEMETITIOU5 <br />FIN15H ON C.M.U. <br />(TYP) <br />FINISH FLOOR LINE <br />12 <br />5G� <br />TEXTURED FIN15H 24" <br />STUCCO ON <br />SHEATHING (TYP.) <br />T.OM. <br />- I"x8" SMOOTH <br />-TEXTURED TRIM / <br />FIBERGLASS <br />AND <br />12 <br />� 5 <br />SHINGLE PER <br />- - <br />-COMMUNITY SPEC-- <br />�---- <br />__..__(SEE <br />5TRUCTJ <br />"A" SMOOTH <br />-fir— <br />-_- -- <br />-- -TEXTURED TRIM / <br />BAND <br />G.C. VERIFY <br />_ <br />FASCIA CAUL OUT <br />- - -_ ---- ---- __ <br />rExruRED FINISH <br />(TYPICAL) <br />STUCCO ON <br />— _- <br />5HEATHING (TYP.) <br />GRADE LINE <br />(ASSUMED) <br />Ll <br />FRONT ELEVATION - A <br />FIBERGLASS <br />5HINGLE PER <br />COMMUNITY 5f <br />(SEE STRUCT.) <br />F5 <br />DECORATIVE <br />BRACKET (SEE <br />DETAIL (TYP.) <br />12 <br />(TYP') <br />.) <br />I"x8"x8" SMOOTH <br />TEXTURED TRIM / <br />BAND <br />L TEXTURED <br />CEMETITIOU5 <br />FIN15H ON CM.U. <br />(TYP.) <br />25-5H 25-5H TEMP, <br />FINISH FLOOR LINE <br />*EGRESS EGRE55 <br />GRADE LINE <br />(ASSUMED) <br />RIGHT ELEVATION - A <br />25-SH <br />25-5H <br />F5 <br />F(o <br />a5 <br />ZTEXTURED <br />CEMETITIOU5 <br />FINISH ON <br />(TYP.) f <br />HDR. HGT. <br />TEXTURED <br />CEMETITIOU5 <br />FIN15H ON CMLU <br />(TYP) _ <br />co <br />FINISH FLOOR LINE <br />GRADE LINE <br />(ASSUMED) <br />T.OM. <br />HDR. -IGT. <br />e <br />FIN15H FLOOR LINE <br />��gggli4(�i/9P/ <br />W o m mm <br />a • • <br />�iLu QA0i�w. <br />s s O \+}C\Vl m CD <br />ion', Z °•� m <br />c <br />®rs <br />®ollllig <br />DAVIS SEWS <br />DESIGN GROVP <br />150 STATE STREET EAST <br />OLDSMAR, FLORIDA 34677 <br />813.925.1300 TEL. <br />813.92-5.1800 FAX <br />W W W.DAVISBEWS.COM <br />TAMPA o DE NTVFR. <br />— EST. 1994 av <br />Jo <br />iIL---Jl <br />il III <br />im III <br />VORTEX ENGINEERING, I.I.C. <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 />ANDREW J. MEISHEID, P.E. #83217 <br />I HEREBY CERTIFY THAT I HAVE REVIEWED THE <br />ATTACHED DESIGN, AND FIND ITTO BE IN COMPLIANCE <br />WITH SECTION R301 OF THE FLORIDA BUILDING CODE, <br />RESIDENTIAL6TH 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 15 SUPPLIED TO THE <br />ENGINEER. <br />SEALED FOR STRUCTURE ONLY <br />O <br />Z O <br />N <br />O O <br />H M O <br />�ul;ruLr) <br />a rn -- <br />z (n <br />I� <br />F- � m <br />Q <br />U Q� <br />� .. <br />fu <br />Z <br />w Wo <br />J O <br />lD <br />J <br />Oz <br />17.') <br />W� <br />z <br />O <br />a� <br />�1 <br />Lua�Of <br />zoo <br />90 <br />zwd� <br />`` <br />� 0 <br />-jLu <br />O � <br />W <br />aWp u0 <br />OceLLo <br />J <br />CI] U <br />"W�o <br />W <br />LLJ <br />°z <br />}o <br />O <br />w <br />zW <br />Z <br />0 <br />3 <br />g <br />O <br />J <br />z <br />QV <br />z <br />0 J <br />❑< <br />0a� <br />j� W <br />Io <br />2-92 <br />way <br />va�� <br />,-q <br />z <br />z¢�o"-'2C <br />° <br />a <br />I� <br />W- <br />¢-waW <br />zN <br />. g <br />LLN ��L 0 <br />J <br />N <br />V— <br /><�zz <br />�oaa <br />�LL(nW <br />aw9 <br />Q <br />Z <br />Q <br />Z <br />moo <br />a I- <br />m00 <br />Z <br />Z <br />a <br />O <br />ry <br />15 <br />o m <br />r, <br />m <br />d <br />CL <br />SCALE : AS NOTED <br />DATE : 7/ 17/2018 <br />VERSION NO. <br />loo <br />SHEET NO. <br />301 <br />