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r <br />W. <br />®�m® <br />T.O.M. <br />G.C. VERIFY <br />FA5CIA CALL -OUT <br />(TYPICAL) <br />FIBE%LA55 <br />SHINGLE PER <br />COMMUNITY 51' <br />(5EE 5TRUCT) <br />TEXTURED <br />CEMETITIOUS <br />FINISH ONCM.U. <br />(TYP) <br />FIN15H FLOOR LINE <br />❑ ❑ ❑ ❑ ❑ ❑ ❑ a <br />512 <br />T.OM, <br />FIN15H FLOOR LINE <br />GRADE LINE <br />(A55UMED) <br />GRADE LINE <br />(A55UMED) <br />FB )_ (r- F'11 <br />5 <br />TEXTURED FIN15H <br />STUCCO ON <br />SHEATHING (TYP.) <br />10 <br />MINININ11 <br />0 <br />TEXTURED FINISH <br />STUCCO ON <br />5HEATHING (TYP) <br />1"x6" SMOOTH <br />TEXTURED TRIM / <br />BAND <br />I"x6" SMOOTH <br />TEXTURED TRIM / <br />BAND <br />0 <br />0 <br />FRONT ELEVATION - B <br />5� <br />SCALE: 1/4" = I'-0" <br />FIBERGLA55 <br />SHINGLE PER <br />COMMUNITY 5f <br />(5EE 5TRUCT) <br />T.O.M. _ <br />NDR. HGT. <br />3 (TYP.) eO <br />�-TEXTURED <br />CEMETITIOU5 FINISH <br />ON CM.U. (TYP.) <br />P3 (TYP) <br />FIN15H FLOOR LINE _ <br />I <br />a5 <br />GRADE LINE <br />(A55UMED) <br />T.O.M. <br />NDR HGT. <br />j <br />L TEXTURED <br />ZTEXTURED <br />= <br />e <br />GEMETITIOUS <br />CEMETITIOUS <br />co <br />FINISH ON C.M.U. <br />FINISH ON CM.U, <br />(TYP.) <br />(TYP)� <br />25 5H <br />25-51-1 TEMP. <br />* EGRE55 <br />* EGRE55 <br />FIN15H FLOOR LINE <br />RIGHT ELEVATION - B <br />SCALE: 114" = I'-0" <br />,ii1111tt/rj <br />r• NO. 73 •:Z.. <br />A, <br />T <br />i,t�•: 40R10?' <br />��fs��0lVi4L•��G� ��� <br />►rrr11� <br />DAVIS BEWS <br />DESIGN GROUP <br />00 STATE STREET EAST <br />OLDSMAR, FLORIDA 34677 <br />813.92.5.1300 TEL <br />813.925.1800 FAX <br />W W W.DAVISBEWS.COM <br />TAMPA • DEIVVER. <br />EST. 1994 <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 />NDREWI. 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 />0 <br />zCD <br />N <br />0 N 1� <br />o <br />> u) <br />oV;CID Lr) <br />�oU-) <br />Q Q u- <br />M <br />ZQ V �- 00 <br />z§ <br />w o <br />r <br />W <br />J <br />d' <br />0z <br />H0 <br />V1 u <br />Z W <br />g <br />O w Q E w <br />~ Euz00 <br />zUzQ <br />W"�w <br />J <br />Wauj20 <br />�U w I_ <br />H w <br />W zz <br />�O <br />W zW <br />Z in <br />J <br />0. <br />V Ln Q C J <br />z z wz <br />Ea� <br />Q Wo <br />waL� <br />L.L U¢2z <br />o zQ°o <br />(ON <br />z ujLuLua <br />0 a Ie <br />Z 00 N o(Uj° <br />z cV Lr) N ° ao <br />J LL <br />QF zZ <br />�go< <br />00 <br />Ql LL <br />Q Q =) <br />n Z Z cy <br />V) <br />ca Q�o <br />0 <br />SCALE : AS NOTED <br />DATE : 4/9/2019 <br />VERSION NO. <br />100 <br />SHEET NO. <br />303 <br />