Laserfiche WebLink
1 <br />w <br />T.OM. <br />TEXTURED — <br />CEMETITIOU5 <br />FIN15H ON C.M.U. <br />(TYR) <br />FINISH FLOOR LINE <br />TEXTURED FINISH 2' <br />STUCCO ON <br />5HEATHING (TYR) <br />T.O.M. <br />FINISH FLOOR LINE _ <br />GRADE LINE <br />(A55UMED) <br />._.. <br />DECORATIVE <br />BRACKET (SEE <br />- DETAIL (TYP.) <br />I"x8" SMOOTH <br />—12 <br />5. <br />_ <br />TEXTURED TRIM <br />FIBERGLASS <br />BAND - <br />SHINGLE PER <br />12 <br />�l5 <br />COMMUNITY SPEC_ <br />. . <br />(SEE 5TRUCT.) - - <br />- I"xl" SMOOTH <br />-- <br />TEXTURED TRIM / <br />_- 2'-0° 2'-011 - 20 ltrP.l= <br />G.C. VERIFY <br />_.. <br />BAND -. <br />— <br />FASCIA CALL -OUT <br />-- - <br />TEXTURED FINISH <br />❑ I"x8'x8" SMOOTH <br />(TYPICAL) - <br />____ ..... - -- <br />_ <br />5rucco oN _ _ <br />=� TRIM / <br />F5 _ <br />_- <br />SHEATHING (TYP) <br />_rExruRED <br />N <br />- F5 BAND 1-- <br />mimimimimimimimi iml - 11 <br />Elmimimimimimimll mimiml Imirl <br />NIMINININININI lolml 0 <br />GRADE LINE <br />(ASSUMED) <br />FRONT ELEVATION — A <br />F15ERGLA55 <br />SHINGLE PER <br />COMMUNITY Sf <br />(SEE 5TRUCT.) <br />F'5 <br />TDM, <br />HDR HGT. <br />TEXTURED <br />CEMETITIOUS <br />FINISH ON C.M.U. <br />(TYP.) <br />F6 <br />25_SH _ t___FINISH FLOOR LINE _ <br />GRADE LINE <br />(ASSUMED) <br />ZTEXTURED TEXTURED <br />CEMETITIOUS <br />FIN15H ON C.M.U. <br />CEMETITIOU5 <br />FINISH ON C.M.U. <br />(TYP.) <br />(TYP.) <br />25-5H <br />* EGRE55 <br />25-51-1 TEMP. <br />* EGRESS <br />RIGHT <br />ELEVATION — A <br />- <br />SCALE: I/4" : 1'-0' <br />T.OM. <br />HDR HGt. <br />_FINISH FLOOR LINE <br />P N <br />NO. bbfl23 <br />'b• STATE OF '� <br />imp•. : ���OR IV <br />DAVIS BEWS <br />DESIGN GROUP <br />150 STATE STR.EET EAST <br />OIASIMR, R XVMA 34677 <br />813 .925. 1300 TEL <br />813.925.1800 FAX <br />WWW.DAVISBEVMCOM <br />TAM['A • 0E2qVE3L <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 />NDREW J. MEISHEID, P.E. #83217 <br />yj 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 />O <br />O <br />O �^ <br />�o <br />ur) - O <br />MLn <br />a 0 1^n <br />Q CL , <br />VM <br />a.00 <br />z � <br />w Wo <br />J O <br />�O <br />d' <br />v ZZ <br />U Ln <br />G <br />w� <br />z z¢ <br />z¢f <br />O �~ <br />■ ;=zo0 <br />r 0W01 <br />Q �o z <br />> J <br />W �L00 <br />U-LLA <br />o <br />J duo <br />W Z8 <br />S W �Z <br />Z � a <br />O � <br />U V) Q <br />z z F- 0 <br />za <br />a 992 <br />ICL W 6L I <br />o P �o <br />z z z <br />00 <br />ZOZ82 <br />o 0 a0Q0 <br />00 ���0 <br />Z N �Ws <br />J In N I.L 9Z121 <br />�8R< <br />Ll1 di " Z w LLJ <br />Oai Q QQ <br />N Z Z I <br />GOO Z Z <br />o <br />r1 m a a <br />SCALE : AS NOTED <br />DATE : 4/8/2019 <br />VERSION NO. <br />loo <br />SHEET NO. <br />