Laserfiche WebLink
a <br />TEXTURED FIN15H - <br />5TUCCO ON <br />SHEATHING (TTP) <br />I"x6" SMOOTH —� <br />TEXTURED TRIM / <br />BAND <br />T.OM. <br />HDR— <br />lT <br />TEXTURED <br />CEMETITIOU5 FINIS <br />ON 0.1.1. (TYP) <br />(TTP) <br />FINISH FLOOR LINE <br />GRADE LINE P2 <br />(A55UMED) <br />TOM. <br />HDR. HGT. <br />12 <br />i_ <br />FIBERGLA55 <br />SHINGLE PER I I 1 �- <br />__ COMMUNITY 5PEC —� 1 <br />I I 1(5EE 5TRUCT.) - I -- <br />G.G. VERIFY - <br />- I FASCIA CALL-001 <br />(TYPICAL) <br />�mlmlml <br />MINIM <br />MININI:m] <br />J — TEXTURED FIN15H <br />stucco ON <br />SHEATHING (TYP) <br />MININININININ <br />m1m1m1m1m1m1m1:m:: <br />MININIMINININ! <br />�mlmjmlmii <br />F1 <br />FRONT ELEVATION - B <br />SCALE: 1/4" = I'-B" <br />�- <br />12 <br />11- <br />I <br />_ I I FIBERGLASS I - - <br />- - - SHINGLE PER <br />_ I COMMUNITY 5PEG <br />- - i (5EE 5T RUCT.) - - - <br />-IL- <br />I I 1 1 I I <br />/TEXTURED <br />CEMETITIOU5 <br />FIN15H ON G.N.U. <br />(TYP.)-� <br />— — — — — — <br />FINISH FLOOR LINE 35-SH <br />LEFT ELEVATION - B <br />SCALE: 1/4" = I'-m" <br />Up <br />GRADE LINE <br />(A5SUMED) <br />F=1 <br />T.O.M. <br />5 <br />TEXTURED uo <br />CEMETITIOU5 <br />FINISH ON CM.U. <br />(TYP) <br />FIN15A FLOOR LINE <br />GRADE <br />(A55UMED) <br />Q5 <br />FIN15H FLOOR LINE <br />I <br />IJLI <br />DAVIS BEWS <br />DESIGN GROUP <br />150 STATE STREET EAST <br />CILM OAR, FLORIDA 34677 <br />813.9225.1300 TEL <br />813.925.1800 FAX <br />W W W.DAVISBEWS.CAM <br />TAMPA • DEIVVER <br />FST.19" <br />LI-I "I <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 />ANDREW J. 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 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 />O <br />O <br />z cV <br />O 0) N <br />MO <br />M <br />Q "0 11') <br />d cn•Ld' <br />Ql 111 <br />a <br />oc 6j a eoo n <br />E� <br />wJ C) <br />J <br />oZ <br />W� <br />Z zz <br />�aaw <br />�-- Z 8 0 <br />z U z Q <br />QSWZ <br />J <br />� E LLI <br />W 8.L0 <br />J o�o <br />WZZ <br />Q8 <br />w zZ <br />z Q s <br />g LLu <br />3 <br />o J � <br />U 0 °o <br />Z o�� <br />Q <br />J <br />O U ow z <br />a <br />on Lz Q7o <br />ce <br />r4 O ; �0 <br />Z N 0- <br />Z N �Zo <br />w In N L.L a a z a <br />J r-1 Q F- <br />z <br />oN�O Q Q z S <br />kD Z z � z <br />mco Z z off <br />In <br />p <br />SCALE : AS NOTED <br />DATE : 10/4/2018 <br />VERSION NO. <br />100 <br />SHEET NO. <br />303 <br />